| Name of Work:NRDWP scheme at Nath para in Arabindanagar GP under Bishalgarh R. D. Block / Construction of 1 No. semi permanent Pump house, laying of C.I. ,D.I,& PVC pipe line, domestic connection, street hydrant in/c installation of Pump & Motor and other allied works during the year 2019-20 | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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.\n | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | All kinds of soil | BI01010001010000000000000515BI0100001113 | 18 | Cum |
| 3 | 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 | BI01010001010000000000000515BI0100001114 | 18.232 | Cum |
| 4 | 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 | BI01010001010000000000000515BI0100001115 | 12.154 | Cum |
| 5 | 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. | BI01010001010000000000000515BI0100001116 | 2.62 | Cum |
| 6 | 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) | BI01010001010000000000000515BI0100001117 | 6.746 | Cum |
| 7 | 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: 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001118 | 1.546 | Cum |
| 8 | 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- a). In walls (any thickness) in/c attached pilasters, buttresses, piers abutment etc.1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001119 | 1.2 | Cum |
| 9 | 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- | BI01010001010000000000000515BI0100001120 | ||
| 10 | 8.01 | a).RCC work in beams, lintels, bands, plain window sills, staircases and spiral staircases excluding precast spiral staircase. 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001121 | 0.912 | Cum |
| 11 | 8.02 | b).RCC work in suspended floors, roofs having slope upto 15° landings, balconies, shelves and chajjas. 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001122 | 0.628 | Cum |
| 12 | 9 | Centering shuttering including struttings, propping etc. and removal of form work for: | BI01010001010000000000000515BI0100001123 | ||
| 13 | 9.01 | a).Foundations, footings, bases for columns etc. for mass concrete with timber plan | BI01010001010000000000000515BI0100001124 | 5.64 | sqm |
| 14 | 9.02 | b).Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank | BI01010001010000000000000515BI0100001125 | 9.6 | sqm |
| 15 | 9.03 | c).Weather shade, Chajjas, corbels etc., including edges. | BI01010001010000000000000515BI0100001126 | 3.593 | sqm |
| 16 | 10 | 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 bar | BI01010001010000000000000515BI0100001127 | 798.36 | kg |
| 17 | 11 | 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 ) | BI01010001010000000000000515BI0100001128 | 14.175 | Cum |
| 18 | 12 | Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:- In Cement mortar 1:4 ( 1 cement : 4 fine sand ) | BI01010001010000000000000515BI0100001129 | 37.335 | sqm |
| 19 | 13 | 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 ) | BI01010001010000000000000515BI0100001130 | 1.426 | Cum |
| 20 | 14 | Extra for brick masonry work in triangular, square and rectangular pillars including cost of all materials as required complete. | BI01010001010000000000000515BI0100001131 | 1.424 | Cum |
| 21 | 15 | 12 mm cement plaster of mix (i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) | BI01010001010000000000000515BI0100001132 | 16.96 | sqm |
| 22 | 16 | Neat cement punning. | BI01010001010000000000000515BI0100001133 | 20.5 | sqm |
| 23 | 17 | 6 mm cement plaster of mix (i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) | BI01010001010000000000000515BI0100001134 | 17.58 | sqm |
| 24 | 18 | 15 mm cement plaster on the rough side of single or half brick wall of mix: (i).Cement mortar 1:4 ( 1 cement : 4 fine sand ) | BI01010001010000000000000515BI0100001135 | 93.128 | sqm |
| 25 | 19 | 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. | BI01010001010000000000000515BI0100001136 | 50 | kg |
| 26 | 20 | 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) | BI01010001010000000000000515BI0100001137 | 22 | Nos |
| 27 | 21 | 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. | BI01010001010000000000000515BI0100001138 | 22 | sqm |
| 28 | 22 | 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 | BI01010001010000000000000515BI0100001139 | 27.04 | sqm |
| 29 | 23 | 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. | BI01010001010000000000000515BI0100001140 | 6.84 | sqm |
| 30 | 24 | 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.150mm dia. | BI01010001010000000000000515BI0100001141 | 6 | mtr |
| 31 | 25 | Painting with synthetic enamel paint ( two or more coats ) of required colour of approved brand and manufacture on new work to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] | BI01010001010000000000000515BI0100001142 | 6.84 | mtr |
| 32 | 26 | 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] | BI01010001010000000000000515BI0100001143 | 39.5 | sqm |
| 33 | 27 | 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. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] | BI01010001010000000000000515BI0100001144 | 55.5 | sqm |
| 34 | 28 | 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. | BI01010001010000000000000515BI0100001145 | ||
| 35 | 28.01 | A). For UPVC pipes in new work.\na). In all kinds of soil\ni). For pipes not exceeding 90mm dia | BI01010001010000000000000515BI0100001146 | 2680 | mtr |
| 36 | 28.02 | ii). For pipes exceeding 90mm dia but not exceeding 300mm dia. | BI01010001010000000000000515BI0100001147 | 700 | mtr |
| 37 | 28.03 | B).For GI/CI/DI pipes in new work\na). in all kinds of soil\ni). For pipes exceeding 90mm dia but not exceeding 300mm dia. | BI01010001010000000000000515BI0100001148 | 198 | mtr |
| 38 | 29 | Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification nd direction of the Engineer-in-Charge. \ni).150mm dia | BI01010001010000000000000515BI0100001149 | 5 | Nos |
| 39 | 30 | Providing lead chalked joints to spun iron or C.I. pipes and specials in/c testing of joints but ex/c the cost of pig lead as per CPWD specification and direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001150 | ||
| 40 | 30.01 | ii. 100 mm dia. | BI01010001010000000000000515BI0100001151 | 10 | Nos |
| 41 | 31 | 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. | BI01010001010000000000000515BI0100001152 | ||
| 42 | 31.01 | iii.100mm dia. (PN-1.6) | BI01010001010000000000000515BI0100001153 | 2 | Nos |
| 43 | 31.02 | iv.80mm dia. (PN-1.6) | BI01010001010000000000000515BI0100001154 | 1 | Nos |
| 44 | 32 | Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge. | BI01010001010000000000000515BI0100001155 | ||
| 45 | 32.01 | A).DI all socketted bend 90 degree (iii)100mm dia | BI01010001010000000000000515BI0100001156 | 2 | Nos |
| 46 | 32.02 | B).DI all socketted bend 45 degree (iii)100mm dia | BI01010001010000000000000515BI0100001157 | 2 | Nos |
| 47 | 32.03 | C).DI all socketted bend 22.5 degree (iii)100mm dia | BI01010001010000000000000515BI0100001158 | 2 | Nos |
| 48 | 32.04 | D).DI all socketted bend 11.25 degree (iii)100mm dia | BI01010001010000000000000515BI0100001159 | 2 | Nos |
| 49 | 32.05 | E) DI all socketted TEE (i).100X100X100mm dia | BI01010001010000000000000515BI0100001160 | 1 | Nos |
| 50 | 32.06 | EF.DI double socketted tapper(i) 100X80mm dia | BI01010001010000000000000515BI0100001161 | 1 | Nos |
| 51 | 32.07 | G) DI flanged socketted tail piece | BI01010001010000000000000515BI0100001162 | ||
| 52 | 32.08 | i).80mm dia | BI01010001010000000000000515BI0100001163 | 1 | Nos |
| 53 | 32.09 | i).100mm dia | BI01010001010000000000000515BI0100001164 | 1 | Nos |
| 54 | 32.1 | G).DI flanged spigotted tail piece | BI01010001010000000000000515BI0100001165 | ||
| 55 | 32.11 | i).80mm dia | BI01010001010000000000000515BI0100001166 | 1 | Nos |
| 56 | 32.12 | ii).100mm dia | BI01010001010000000000000515BI0100001167 | 1 | Nos |
| 57 | 33 | Providing and laying S & S C.I. standard specials such as tees, bends, collars, tapers, caps etc. ( Heavy class ) as per CPWD specification and direction of the Engineer - in - charge. \ni) Upto 300mm dia. | BI01010001010000000000000515BI0100001168 | 0.05 | ton |
| 58 | 34 | Charges for 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 | BI01010001010000000000000515BI0100001169 | 198 | mtr |
| 59 | 35 | 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\na)150 mm dia. | BI01010001010000000000000515BI0100001170 | 36 | Nos |
| 60 | 36 | 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. | BI01010001010000000000000515BI0100001171 | ||
| 61 | 36.01 | i. 90 mm dia | BI01010001010000000000000515BI0100001172 | 20 | Nos |
| 62 | 36.02 | ii. 110 mm dia | BI01010001010000000000000515BI0100001173 | 15 | Nos |
| 63 | 37 | 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. | BI01010001010000000000000515BI0100001174 | ||
| 64 | 37.01 | i. 90 mm dia | BI01010001010000000000000515BI0100001175 | 3 | Nos |
| 65 | 37.02 | ii. 110 mm dia | BI01010001010000000000000515BI0100001176 | 2 | Nos |
| 66 | 38 | 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. | BI01010001010000000000000515BI0100001177 | ||
| 67 | 38.01 | i. 90 x 90 mm dia | BI01010001010000000000000515BI0100001178 | 6 | Nos |
| 68 | 38.02 | ii. 110 x 110 mm dia | BI01010001010000000000000515BI0100001179 | 6 | Nos |
| 69 | 39 | 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. | BI01010001010000000000000515BI0100001180 | ||
| 70 | 39.01 | i. 110 x 90 mm dia | BI01010001010000000000000515BI0100001181 | 10 | Nos |
| 71 | 40 | 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\nthe Engineer - in - charge. | BI01010001010000000000000515BI0100001182 | ||
| 72 | 40.01 | i. 90 mm dia | BI01010001010000000000000515BI0100001183 | 6 | Nos |
| 73 | 40.02 | ii. 110 mm dia | BI01010001010000000000000515BI0100001184 | 6 | Nos |
| 74 | 41 | 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. | BI01010001010000000000000515BI0100001185 | ||
| 75 | 41.01 | A. Class - 3 ( working pressure 6.0 kg / cm2) | BI01010001010000000000000515BI0100001186 | ||
| 76 | 41.02 | i 90 mm OD | BI01010001010000000000000515BI0100001187 | 1800 | mtr |
| 77 | 41.03 | ii 110 mm OD | BI01010001010000000000000515BI0100001188 | 700 | mtr |
| 78 | 42 | 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.\nB. by manual means. | BI01010001010000000000000515BI0100001189 | 45 | mtr |
| 79 | 43 | 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 | BI01010001010000000000000515BI0100001190 | ||
| 80 | 43.01 | i. 40mm OD | BI01010001010000000000000515BI0100001191 | 100 | mtr |
| 81 | 43.02 | ii.50mm OD | BI01010001010000000000000515BI0100001192 | 100 | mtr |
| 82 | 44 | 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. | BI01010001010000000000000515BI0100001193 | 1 | Nos |
| 83 | 45 | 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. | BI01010001010000000000000515BI0100001194 | 1 | Nos |
| 84 | 46 | 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 . i. For 3-phase connection with 4.00 mtr. Long G.I. Pipe. | BI01010001010000000000000515BI0100001195 | 1 | Nos |
| 85 | 47 | Installation of submerssible pump with motor upto the depth of 100 ft by GI pipe ( conforming to IS : 1239 medium class ) with tailpiece as required welded with GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch / starter with motor in/c commissioning & trial run as per direction of the Engineer-in-charge (pump, motor with cable will be issued by the Department at free of cost but G.I. pipe of medium class for column assembly will be supplied by the agency at his cost).\ni). 5000/7500capacity with 80 mm dia G.I. pipe and 10 mm thick G.I flange | BI01010001010000000000000515BI0100001196 | 1 | Nos |
| 86 | 48 | Providing and fitting, fixing steel sheet enclosed switch fuse units (suitable for DIN fuse) triple pole with Natural Link (TPN), 415/500 Volt, L & T / Havell’s /HPL make etc. complete as per specification and direction of the Engineer-in-Charge. iii.100 amps | BI01010001010000000000000515BI0100001197 | 1 | Nos |
| 87 | 49 | 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. i.50 HP/37 KW Relay range within 28-42+ 10%. | BI01010001010000000000000515BI0100001198 | 1 | Nos |
| 88 | 50 | Providing and fitting fixing of moving iron type, Range 0-100 V ,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. | BI01010001010000000000000515BI0100001199 | 1 | Nos |
| 89 | 51 | 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. | BI01010001010000000000000515BI0100001200 | 1 | Nos |
| 90 | 52 | Providing and fitting, fixing 3 phase indicating lamps fitted with panel board with three different colour lamp complete with batten holder as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001201 | 1 | Nos |
| 91 | 53 | 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. ii. 25sqmm | BI01010001010000000000000515BI0100001202 | 30 | mtr |
| 92 | 54 | Providing and fitting fixing of Moulded Case Circuit Breaker\n(MCCB) of Thermal release range 415 + V, 50Hz (L &T, BCH, ABB make) as per specification and direction of the Engineer-in-charge. iii. 50-63 Amps, | BI01010001010000000000000515BI0100001203 | 1 | Nos |
| 93 | 55 | Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.\ni).100mm nominal bore. | BI01010001010000000000000515BI0100001204 | 1 | Nos |
| 94 | 56 | 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). (i). For 80mm dia GI pipe with 10mm thick GI flange | BI01010001010000000000000515BI0100001205 | 6.1 | mtr |
| 95 | 57 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge. (i).15mm dia 150mm long | BI01010001010000000000000515BI0100001206 | 196 | Nos |
| 96 | 58 | 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. (i).15mm nominal bore | BI01010001010000000000000515BI0100001207 | 98 | Nos |
| 97 | 59 | 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. (a).15mm dia | BI01010001010000000000000515BI0100001208 | 196 | Nos |
| 98 | 60 | Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in - charge. | BI01010001010000000000000515BI0100001209 | 98 | Nos |
| 99 | 61 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. (i).15mm dia | BI01010001010000000000000515BI0100001210 | 130 | Nos |
| 100 | 61.01 | ii).40mm dia | BI01010001010000000000000515BI0100001211 | 2 | Nos |
| 101 | 61.02 | iii).50mm dia | BI01010001010000000000000515BI0100001212 | 3 | Nos |
| 102 | 62 | Providing and fixing G.I . Pipe complete with necessary holes (12mm dia) and dlamp in/c cutting and making etc. (internal work \ni)50mm nominal bo0re | BI01010001010000000000000515BI0100001213 | 40 | mtr |
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