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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 oms, 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. |
| 2 | a) All Kinds of Soil |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cmin depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 4 | A)All kinds of soil |
| 5 | 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. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.a) All work upto plinth livel |
| 7 | i) 1:2:4 ( 1 Cement: 2 fine sand : 4 well burnt brick aggregate 40 mm nominal size) |
| 8 | ii) 1 : 3 : 6 ( 1 cement : 3 fine sand : 6 graded well burnt brickaggregate of 40 mm nominal size) |
| 9 | iii) 1 : 4 : 8 ( 1 cement : 4 fine sand : 8 graded well burnt brickaggregate of 40 mm nominal size) |
| 10 | Centering shuttering including struttings, proppingetc. and removal of form work for: |
| 11 | i) Foundations, footings, bases for columns |
| 12 | ii) Columns, piers, abutments, pillaras, posts and struts |
| 13 | 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: |
| 14 | i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size |
| 15 | 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- |
| 16 | i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 17 | 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- |
| 18 | i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size |
| 19 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 20 | i) Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 21 | Suspended floors, roofs, landings, balconies and access platform with timber planks |
| 22 | ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 23 | iii)Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 24 | iv) Weather shade, Chajjas, corbels etc., including edges. |
| 25 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth Level level |
| 26 | i) Thermo-Mechanically Treated bars of gradeFe-500D or more |
| 27 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above Plinthlevel |
| 28 | i) Thermo-Mechanically Treated bars of gradeFe-500D or more |
| 29 | First class brick work in foundation and plinth including cost of all materials as required complete: |
| 30 | i) In cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 31 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- |
| 32 | i) In Cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 33 | Extra for brick work in triangular, square and rectangular pillars including cost of all materials as required complete. |
| 34 | Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:- |
| 35 | i) In Cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 36 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- |
| 37 | i) In Cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 38 | 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. |
| 39 | I ) Fixed to steel windows by welding. |
| 40 | 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 |
| 41 | i) Using flats 30x6mm for diagonal braces and central cross piece. |
| 42 | 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. |
| 43 | i) Hot finished welded type tubes |
| 44 | Providing and fixing M.S. round holding down bolts withnuts and wahser plates complete as per standard design. |
| 45 | Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete. |
| 46 | i) 40 mm thick |
| 47 | 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. |
| 48 | i) 0.63 mm thick Zinc Coating not less 275 Gm/m2 |
| 49 | 12 mm cement plaster of mix. |
| 50 | i) In cement mortar 1:4 (1 cement : 4 fine sand) |
| 51 | 15 mm cement plaster on the rough side of single or half brick wall of mix |
| 52 | In Cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 53 | Neat cement punning. |
| 54 | 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] |
| 55 | Finishing walls with water proofing cement paint ofrequired shade of approved brand and manufacture[Payment shall be made after submission of TestCertificate issued by the Manufacturer] : |
| 56 | New work ( two or more coats applied @ 3.84 kg/10 sqm) |
| 57 | 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]: 12.59.1 Two or more coats on new work |
| 58 | Two or more coats on new work |
| 59 | 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 / cm2) |
| 60 | i)40 mm OD |
| 61 | ii)50 mm OD |
| 62 | iii) 90mm OD |
| 63 | iv)110mm OD |
| 64 | 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. |
| 65 | i) 40 mm dia |
| 66 | ii) 50 mm dia |
| 67 | iii) 90 mm dia |
| 68 | iv) 110 mm dia |
| 69 | Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cementconforming to IS : 14182 including testing of joints complete as perCPWD specification and direction of the Engineer - in - charge. |
| 70 | i)40 mm OD |
| 71 | ii)50 mm OD |
| 72 | iii) 90 mm dia |
| 73 | iv)110 mm dia |
| 74 | Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 75 | i) 40 x40 mm dia |
| 76 | ii) 50 x50 mm dia |
| 77 | iii) 90 x 90 mm dia |
| 78 | iv) 110 x 110 mm dia |
| 79 | Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 80 | i) 50 x 40 mm dia |
| 81 | ii) 110 x 90 mm dia |
| 82 | Providing, fixing and laying flanged fabricated UPVC tailpiecewith MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as er CPWD specification anddirection of the Engineer - in - charge |
| 83 | i) 90 mm dia |
| 84 | i) 110 mm dia |
| 85 | 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. |
| 86 | i. 15 mmdia. nominalbore |
| 87 | ii. 80 mmdia. nominalbore |
| 88 | iii. 100 mmdia. nominalbore |
| 89 | Providing and fixing C.I. non-return valveofapproved quality as perof CPWD specification and direction of the Engineer - in - charge. |
| 90 | i) 65 mm nominal bore |
| 91 | Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge. |
| 92 | i) 10 mm nominal bore |
| 93 | Providing and fixingC.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. |
| 94 | i)80 mm dia. A. PN - 1.0 |
| 95 | ii)100 mm dia. A. PN - 1.0 |
| 96 | Providing and laying D.I. specials of class K - 12 suitable for push - on jointing as per IS :9523 as perCPWD specification and direction of the Engineer - in - charge. |
| 97 | i Upto 300 mm dia. |
| 98 | 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 perCPWD specification and direction of the Engineer - in - charge. |
| 99 | i) 100 mm dia |
| 100 | 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. |
| 101 | (i) 100 mm dia Ductile Iron Class K-7 pipes. |
| 102 | Charges for cutting D.I. pipe with steel saw by manual meansas perCPWD specification and direction of the Engineer - in - charge. |
| 103 | i) 100 mm dia |
| 104 | Providing and fixing G.I. Nipple of medium class as perCPWD specification and direction of the Engineer - in - charge. |
| 105 | i) 15 mmdia 150 mm long |
| 106 | Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge. |
| 107 | (i) 40 mm dia with 15 mm dia opening |
| 108 | (ii) 50 mm dia with 15 mm dia opening |
| 109 | iii) 90 mm dia with 15 mm dia opening |
| 110 | iii) 110 mm dia with 15 mm dia opening |
| 111 | Providing and laying of flexible PVC pipe (conforming to IS:7634) complete including earth work as per specification and direction of the Engineer - in - charge (cost of fittings will be paid separately). |
| 112 | i) 15 mm dia |
| 113 | ii) 25 mm dia |
| 114 | Excavating trenches of required widthfor 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. |
| 115 | A)For UPVC pipes in new work.a. All kind of Soilsi) For pipes not exceeding 90 mm dia |
| 116 | ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 117 | B) For GI/CI/DI pipes in new work.a) All kind of Soilsi) For pipes not exceeding 90mm dia. |
| 118 | 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. |
| 119 | i) 15 mm dia |
| 120 | ii) 25 mm dia |
| 121 | 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. |
| 122 | i) 100 x 100 x 100 mm dia |
| 123 | Providing and fixing G.I. Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 124 | i) 80 x 80 x 50 mm dia |
| 125 | ii) 80 x 80 x 40 mm dia |
| 126 | iii) 100 x 100 x 40 mm dia |
| 127 | i) 100 x 100 x 50 mm dia |
| 128 | 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. |
| 129 | i ) 100 x 50 mm dia |
| 130 | Providing and fixing G.I. socketas per CPWD specification and direction of the Engineer - in - charge. |
| 131 | i) 15 mm dia |
| 132 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. |
| 133 | i) 15 mm dia |
| 134 | ii) 100 mm dia |
| 135 | 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. completeas per specification and direction of the Engineer-in-charge. |
| 136 | i) 63 amps |
| 137 | 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. |
| 138 | i) 25 HP/18.5 kw Relay range within 13-21 + 10% |
| 139 | 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 inchx 9 feet ), nuts & bolts etc. for irrection of the same by1:1.5:3 cement concrete casting (1 feet x 1 feet x 2 feet) below the ground level and paintingtwo ormore coats & plastic paint as per specification and direction of the Engineer-in-charge. |
| 140 | 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. |
| 141 | i) 16 sqmm |
| 142 | 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. |
| 143 | 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 pannel board as per specification and direction of the Engineer-in-charge. |
| 144 | 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. |
| 145 | i) 32-40 Amps |
| 146 | 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. |
| 147 | i) For 3-phase connection with 4.00 mtr. Long G.I. pipe |
| 148 | Providing and fitting fixing3 phase indicating lamp fiited with panel board with three different colour lamps with batten holder completeas per specification and direction of the Engineer-in-charge. |
| 149 | Providing and fitting fixing heavy duty box type (Resin filled) power factor correction capacitorL & T make etc. completeas per specification and direction of the Engineer-in-charge. |
| 150 | i) 5-15 kVAr 440 V |
| 151 | Providing & fabrication of column pipe includingfitting 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). |
| 152 | i) For 50 mm dia G.I. pipe with 10 mm thick GI flange |
| 153 | Providing and fitting fixing of pressure meter ( 0.0 - 14.0 Kg/ sqcm.) as per specification and as per specification and thedirection of the Engineer - in-charge. |
| 154 | Providing & fitting fixingof 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. |
| 155 | i) 50 mm dia |
| 156 | ii) 100 mm dia |
| 157 | Making road crossing by horizontal boaring 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. |
| 158 | A. By manual means |
| 159 | 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. |
| 160 | i) 100 mm dia |
| 161 | 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. |
| 162 | (i) 15 mm dia PVC /plastic bib cock |
| 163 | Providing, fitting fixing & installation of 2500 GPH x 76 mtrs. Head water lubricated submersible pump of maximum 150 mm outer dia. With maximun 10(Ten) stages coupled with required water and non-cover loading submersible motor suitable for 340-440 volts, 3 phase 50Hz, AC supply and star delta method of starting along with 35 mtrs.PVC innsulated 3 core flat copper cable of 4.0 sqaure mm confirming to relevent IS code of made DUKE/KSB/WPIL/CRI) for submerssible motor will all necessary equipments and fitting as required with sucition case strainer coupling key, vertical Non-return valve cum Discharge case as per direction of Engineer-in-charge. |
| 164 | Providing and fitting fixing supply monitoring Device i.e; single phase preventer including selectable under voltage and selectable oven voltage with delay selectable off delay 15 sec and on delay 5 sec and phase Asymmetry 10% of L&T make type SM 501 3 phase 3W Cat No. MG53BF in IP Metal Door 2 way of CRCA Sheet Steel enclosure of L& T make Cat No. DBENC002 SD connection with necessary F.R PVC insulated single core unsheathed with ultistrand bare copper conductor voltage grade 1.1 KV (11000 V) conforming to IS 694-1990 of L & T make as per direction of the Engineer-in-Charge. |
| 165 | Supplying and wooden toolbox of size 1.00 x 0.60 x 0.75 m in/c MS bolt hinge with necessary screw, sliding door bolt and painting complete as per direction of the Engg-in-Charge. |
| 166 | Supplying ISI marked/ Taparia make tools for water scheme. |
| 167 | i)Sly wrenches (12”) |
| 168 | ii)Pipe wrench (14”) |
| 169 | iii) Pliers (8”) |
| 170 | iv) Screw Driver (8”) |
| 171 | v) Hacksaw frame with blade 2 Set |
| 172 | Supplying of armed plastic chair (Supreme make). |
| 173 | Supplying of wooden table with a drawer to the right side of size 48” X 30” X 30”. |
| 174 | Wall Colouring ,Lettering, Pictire & Drawing etc. |
| 175 | Fitting and fixing hoarding display board of size(8X6) Sqft with 3 mm ACP sheet fixed with alluminium profile section (63.5 X 38.10) mm thickness on the periphery of the ACP sheet and framed with 40 mm dia MS pipe(Medium) vertical length 4.80 mtr each 2(Two) Nos ands fixed with screwing and welding with alluminium profile section (63.5X38.1) mm for vertical 3(Three) Nos and horizonta 2(Two) Nos with necessary painting and prtinted Eco-Vinyl sheet pasting in single/both showing massage embedding with cement concrete footing 2(Two) nos size (0.6 m X 0.6 m X 1.0 m) of mixing 1:2:4 (1 cement: 2 fine sand: 4 graded well burnt brick aggregate 20 mm nominal size) including necessary erxcavation as per direction of the Emgineer-in-Charge. |
