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| 1 | 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 |
| 2 | 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 suitablemethod complete. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level: |
| 4 | 4.1.5 )1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size) |
| 5 | 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: |
| 6 | 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone 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- |
| 8 | 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 9 | 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, finishingand reinforcement- |
| 10 | 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 11 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.5.20.4 Thermo-Mechanically Treated bars of grade Fe-500D ormore |
| 12 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 13 | 5.8.1.2 Foundations, footings, bases for columns etc. for mass concrete with steel formwork |
| 14 | 5.8.3 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 15 | Suspended floors, roofs, landings, balconies and accessplatform with timber planks |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply |
| 17 | 6 mm cement plaster of mix : Cement mortar 1:4 (1 cement : 4 fine sand) |
| 18 | 12.5 Neat cement punning |
| 19 | 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.100 mm dia Ductiile iron class k-7 pipes |
| 20 | 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 per chapter 20 of CPWD specification and direction of the Engineer - in - charge.100 mm dia |
| 21 | Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge.100 mm dia |
| 22 | Finishing walls with textured exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :12.40.1 New work ( two or more coats applied @ 3.28 litre/10 sqm)over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm |
| 23 | 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 ). |
| 24 | 12 mm cement plaster of mix a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 25 | 15 mm cement plaster of mix a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 26 | 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. |
| 27 | 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.100 mm dia Mtr |
| 28 | 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 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.. |
| 29 | 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.i) 16 sqmm |
| 30 | 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.ii) 35 HP/26 kw Relay range within 20-32 + 10% |
| 31 | 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. complete as per specification and direction of the Engineer-in-charge.i) 100 amps |
| 32 | 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.Iv) 63-80 Amps |
| 33 | 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) as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge. |
| 34 | Providing and fitting fixing of moving iron type, Range 0-100/0200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make) and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge. |
| 35 | Providing and fitting fixing 3 phase indicating lamp fiited with panel board with three different colour lamps with batten holder complete as per specification and direction of the Engineer-in-charge. |
| 36 | Providing and fitting fixing heavy duty box type (Resin filled) power factor correction capacitor L & T make etc. complete as per specification and direction of the Engineer-in-charge. i). 5-15 kVAr 440 V |
| 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.ii) for 3-phase connection with 4.00 mtr. Long G.I. pipe |
| 38 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specificationAt the rate of 12.20 bags / cum . 31.1 x 12.2= 379.42 bags |
| 39 | Constructing masonry Chamber 120x120x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :19.35.1, With Second class bricks |
| 40 | 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 ). |
| 41 | Excavation for StructuresA. without dewatering.Earthwork in excavation for structures as jper drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & 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. |
| 42 | Hard rock (blasting prohibited) |
| 43 | Marshy soil |
| 44 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.-All kinds of soil |
| 45 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared |
| 46 | Earthwork in excavation for structures as per drawing and MORT &H technical specifications Clause 304 i/c setting out construction of shoring & 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. I) Ordinary Soil.Ordinary soilA) By Manual Means |
| 47 | Upto 3 m depth |
| 48 | 3 m to 6 m depth |
| 49 | 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 |
| 50 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level:1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt stone aggregate 40 mm nominal size |
| 51 | 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:5.1.3 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate20 mm nominal size) |
| 52 | 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-All work upto plinth level:1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 53 | Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 54 | Centering shuttering including struttings, propping etc. and removal of form work for:a) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 55 | 12 mm cement plaster 12.1.2) In cement mortar 1 : 4 (1 cement : 4 fine sand) |
| 56 | 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:In grating, frames, guard bar, railing, brackets, gates and similar works, all complete. |
| 57 | 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 primer complete as required:-i) G.I.pipes. |
| 58 | 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 |
| 59 | Providing and fixing M.S. bolts in/c nuts & washer complete as per standard design. (i) upto 300 mm length |
| 60 | 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. |
| 61 | 100 mm dia. |
| 62 | 150 mm dia. |
| 63 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 find : 6 graded well burnt brick aggregate 200 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 |
| 64 | 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 30 x 6mm for diagonal braces and central cross piece. |
| 65 | 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) |
| 66 | 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 |
| 67 | Providing and fixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tapers etc if required will be paid separately ).i. 150 mm dia |
| 68 | Supplying and fitting fixing of submersible pump and motor set 5HP (2500 GPH), head (as per requirment ), 350 to 420 V (TP), 50 Hz. At At various location including trial run as per specification and direction of the engineer-in-charge. |
| 69 | Supplying & fitting fixing KSB make submersible pumpset, discharge 5000GPH, 165 mtr head with 3 mtr. Cable, 242/13A+ UMAG 150+24/21 18.5 KW 25 HP as per direction of the Engineer in ChargeI) 5000 GPH Capacity pump motor with 50 mm dia. GI pipe and 10 mm thick GI flange |
| 70 | Supplying Taparia make tools of ISI marked for DTW scheme |
| 71 | Sly Wrenches (12'') |
| 72 | Pipe Wrench (18'') |
| 73 | Screw Driver (8'') |
| 74 | Pliers (8'') |
| 75 | 6 mm cement plaster in single layer finished with a floating coat of neat cement, curing and a thick coat of lime wash on top when dry on wall bearings for RCC slabs and beams complete.i) In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 76 | 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] |
| 77 | Colour washing such as green, blue or buff with whiting to give an even shade: New work (two or more coats) with a base coat of whiting |
| 78 | Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : 12.30.1) 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 |
| 79 | Providing and laying 1st class quality ceramic floor tiles in different sizes (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 - 2017 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid over 20 mm thick cement mortar 1:4 (1 cement : 4 fine sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc. complete.-Anti-Skid Tiles10.41.1.1 Ceramic Tiles 1st quality 300 x 300mm in all shades and designs |
| 80 | 8.46 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. 8.46.2) Fixed to openings /wooden frames with rawl plugs screws etc. |
| 81 | 8.51 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) |
| 82 | 8.61 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 8.61.4) 100 x 10 mm |
| 83 | 8.64 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 8.64.2) 100 mm |
| 84 | 8.60 Providing and fixing ISI marked oxidised M.S.sliding door bolts with nuts and screws etc. complete8.60.2) 250 x 16 mm |
| 85 | 9.17 Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design |
| 86 | 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. complete10.13.1) 18 mm thick |
| 87 | Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)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 of CPWD specification and direction of the Engineer - in - charge. |
| 88 | A. For UPVC pipes in new work a). In all kinds of soil |
| 89 | i. For pipes not exceeding 90 mm dia |
| 90 | B). For G.I. / C.I. / D.I. pipes in new worka). In all kinds of soil |
| 91 | i). For pipes not exceeding 90 mm dia. |
| 92 | ii). For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 93 | 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) |
| 94 | 40 mm. OD |
| 95 | 50 mm. OD |
| 96 | 90 mm. OD |
| 97 | 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 |
| 98 | 80 mm dia. |
| 99 | 100 mm dia. |
| 100 | 150 mm dia. |
| 101 | Providing and fixing C.I double action air valve of approved quality with nuts, bolts, rubber insertion complete etc. as per chapter 20 of CPWD specification and direction of engineer in charge(the tailpiece, tapper etc. if required will be paid separately.i) 100 mm dia. |
| 102 | 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. |
| 103 | 100 mm nominal bore |
| 104 | 80 mm nonimal bore |
| 105 | Providing and fixing G.I pipe 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 chapter 20 of CPWD specification and direction of the Engineer-in-charge.A. External works. |
| 106 | 15 mm dia. Nominal bore |
| 107 | 40 mm dia. Nominal bore |
| 108 | 50 mm dia. Nominal bore |
| 109 | 80 mm dia. Nominal bore |
| 110 | 100 mm dia. Nominal bore |
| 111 | Providing and fixing CI (long handle) bib-cock as per chapter 20 of CPWD specification and direction of Eng-in-charge.15 mm nominal bore |
| 112 | Providing and fixing G.I union as per chapter 20 of CPWD specification and direction of the engineer-in-charge. |
| 113 | 15 mm Nominal bore |
| 114 | 25 mm Nominal bore |
| 115 | 32 mm Nominal bore |
| 116 | Providing fixing and laying flexible PVC pipes (conforming to IS7634) complete as pere specification and direction of the Engineer in charge(cost of earth work and fitting will be paid seperately). |
| 117 | 15 mm dia. |
| 118 | 25 mm dia. |
| 119 | 32 mm dia. |
| 120 | Providing and fixing G.I socket as per chapter 20 of CPWD specification and direction of the engineer-in-charge. |
| 121 | 15 mm Nominal bore |
| 122 | 25 mm Nominal bore |
| 123 | 32 mm Nominal bore |
| 124 | Providing and fixing of brass ferrule with C.I cover conforming to IS 2692 in/c boring and tapping the main as per chapter 20 of CPWD specification and direction of the engineer-in-charge.10 mm Nominal bore |
| 125 | Providing and fitting fixing of G.I. Flange (10 mm wall thickness) by welding with G.I. / MS pipe and placing position as per specification and direction of the Engineer in charge. |
| 126 | 50 mm dia. |
| 127 | 80 mm dia. |
| 128 | 100 mm dia. |
| 129 | 125 mm dia. |
| 130 | 150 mm dia. |
| 131 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 132 | 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. |
| 133 | 15 mm dia |
| 134 | 20 mm dia |
| 135 | 40 mm dia |
| 136 | 50 mm dia |
| 137 | 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. |
| 138 | 15x15x15x mm dia |
| 139 | 40x40x40 mm dia |
| 140 | 50x50x50 mm dia |
| 141 | Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 142 | 20x15 mm dia |
| 143 | 40x15 mm dia |
| 144 | 40x25mm dia |
| 145 | 80x40mm dia |
| 146 | 80x50mm dia |
| 147 | 100x80mm dia |
| 148 | 125x100mm dia |
| 149 | Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as per CPWD specification and direction of the Engineer - in - charge |
| 150 | 40 mm dia |
| 151 | 50 mm dia |
| 152 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge. |
| 153 | 15 mm dia 150 mm long |
| 154 | Charges for making G.I. Short piece i/c. cutting, threading at both end, fitting, fixing at site etc. as per specification and the direction of the Engineer-in-charge. |
| 155 | 125 mm dia. |
| 156 | 100 mm dia |
| 157 | 80 mm dia |
| 158 | 50 mm dia |
| 159 | Providing and fixing G.I. pipes of Heavy 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. |
| 160 | 80 mm dia. Nominal bore |
| 161 | 100 mm dia. Nominal bore |
| 162 | 125 mm dia. Nominal bore |
| 163 | 150 mm dia. Nominal bore Please Enable Macros to View BoQ information |
