Directorate Of Fisheries has published Construction Of Ware House Of Dried Fish At Jaldha , Tajpur , Mouja-Jaypur , Ramnagar-I Development Block , Purba Medinipur. Submission Date for this Tender is 22-11-2019. Building Work Tenders in PURBA MEDINIPUR West Bengal. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of Ware House of Dried Fish at Jaldha, Tajpur, Mouja-Jaypur, Ramnagar-I Development Block, Purba Medinipur | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Main Ware House Building | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Earth work in excavation of foundation trenches or drain in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing. Spreading or stacking the spoils within a lead of 75 m. as directed.The item includes necessary trimming the sides of trenches levelling, dressing and ramming the bottom. Bailing outwater as required complete. (a) Depth of excavation not exceeding 1.500 mm. | BI01010001010000000000000515BI0100001113 | 700 | Cum |
| 3 | 1.02 | (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring. | BI01010001010000000000000515BI0100001114 | 200 | Cum |
| 4 | 1.03 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation | BI01010001010000000000000515BI0100001115 | 300 | Cum |
| 5 | 1.04 | Filling in foundation or plinth by silver sand in layers not exceeding consolidating the same by thorough saturation150 mm as directed and with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) | BI01010001010000000000000515BI0100001116 | 750 | CuM. |
| 6 | 1.05 | Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work) (a) With earth obtained by fresh excavation upto 1800 mm. depth (including the cost of excavation from land arranged by the Deptt. within a lead of 100 m.) | BI01010001010000000000000515BI0100001117 | 225 | CuM. |
| 7 | 1.06 | Anti termite treatment to bottom surface ( in case of masonry foundation and basements) and the sides (upto a height of 300 mm. from bottom) of the excavation trenches with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. area. The work shall be carried out as per specification described in 6.2.1. of code IS- 6313 (part -II) 1981. (Mode of measurment will be the plan area of foundation treated.) | BI01010001010000000000000515BI0100001118 | 320 | sq m |
| 8 | 1.07 | Anti termite treatment to back filling of the masonry foundation with chemical emulsion by admixing chloropyrofos emulsifiable concentrates ( 1% concentration) with water by weight at the rate of 7.5 Litres per sq. m. of the vertical surface of the substructure for each side of the foundation. The work shall be carried out as per specification described in 6.2.2. of code IS-6313 (part -II) 1981. (Mode of measurment will be vertical area treated.) | BI01010001010000000000000515BI0100001119 | 150 | sq m |
| 9 | 1.08 | Anti termite treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. of the surface before sand bed or sub-grade is laid. Holes upto 50 mm. to 75 mm. deep at 150 mm. centre to centre both ways shall be made with 12 mm, diameter mild steel rod on the surface to facilitate saturation of the soil with the chemical emulsion. The work shall be carried out as per specification described in para 6.4 of code IS-6313 (part -II) 1981. ( Mode of measurment will be per Sq.m of plan area of plinth treated.) | BI01010001010000000000000515BI0100001120 | 1000 | sq m |
| 10 | 1.09 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | BI01010001010000000000000515BI0100001121 | 1450 | Sq. M |
| 11 | 1.1 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety | BI01010001010000000000000515BI0100001122 | 250 | Cum. |
| 12 | 1.11 | Ordinary Cement concrete (M20) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes . a) Pakur Variety | BI01010001010000000000000515BI0100001123 | 325 | Cu.M. |
| 13 | 1.12 | Hire and labour charges for shuttering with centreing and necessary staging upto 4 m.using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams,columns, lintels curved or straight including fitting fixing and strking out after completion of works (upto roof of ground floor) a) 25 mm. To 30 mm. Thick wooden shuttering as per decision & direction of Engineer-In-Charge. | BI01010001010000000000000515BI0100001124 | 1375 | Sq. M |
| 14 | 1.13 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL | BI01010001010000000000000515BI0100001125 | 47.5 | MT |
| 15 | 1.14 | Brick work with 1st. Class bricks in cement mortar (4:1) (b) In superstructure, ground floor | BI01010001010000000000000515BI0100001126 | 225 | Cum |
| 16 | 1.15 | 125 mm. Thick brick work with 1st. Class brick in cement mortar (4:1) In ground floor | BI01010001010000000000000515BI0100001127 | 600 | Sq m |
| 17 | 1.16 | Extra for using approved H.B netting in every third layer in Item no.-14 above in any floor. | BI01010001010000000000000515BI0100001128 | 600 | Sq m |
| 18 | 1.17 | Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufacturer's specified rate) for concrete of various grades. | BI01010001010000000000000515BI0100001129 | 425 | kg |
| 19 | 1.18 | Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor.\n3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).\nUsing grey cement (iii) 35 mm. thick | BI01010001010000000000000515BI0100001130 | 1050 | Sq m |
| 20 | 1.19 | Extra cost of colouring over corresponding items of artificial stone [with 3 mm thick colour topping] (iii) Colouring pink, cream, yellow, green | BI01010001010000000000000515BI0100001131 | 1050 | Sq m |
| 21 | 1.2 | 35 mm. thick (finished) terrazo work, cast in situ in floor and 20 mm. thick (finished) in dado, skirting staircase etc. laid in panels or pattern using cement concrete (1:2:4)backing with 12 mm stone chips as directed and necessary terrazo topping with mosaic chips including rounding off corners and high polishing etc. complete as per specification laid down in I.S : 2114-1962 including raking out joints or roughening of concrete surface & application of cement slurry before flooring works using cement @ 1.75 kg./sq.m. all complete including all materials & labour . In ground floor. (B) 12 mm. thick terrazo topping, laying and finihsed to 9 mm. thick after final grinding with 0 to 10 mm. size mosaic chips. (v) In pink, green, yellow, light green colour using white cement only and necessary pigment. | BI01010001010000000000000515BI0100001132 | 30 | Sq m |
| 22 | 1.21 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. | BI01010001010000000000000515BI0100001133 | 1350 | Sq m |
| 23 | 1.22 | Plaster (to wall, floor, celling etc. ) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping etc. including throating, noising and drip course where necessary. (i) Wall plaster, 25 mm thick plaster ( 6 : 1 ) | BI01010001010000000000000515BI0100001134 | 950 | Sqm |
| 24 | 1.23 | Plaster (to wall, floor, celling etc. ) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping etc. including throating, noising and drip course where necessary. (ii) With 1:4 cement mortar (c) 10 mm thick plaster | BI01010001010000000000000515BI0100001135 | 2200 | Sqm |
| 25 | 1.24 | Plaster (to wall, floor, celling etc. ) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping etc. including throating, noising and drip course where necessary. (iii) With 1:3 cement mortar (b) 15 mm thick plaster | BI01010001010000000000000515BI0100001136 | 800 | Sqm |
| 26 | 1.25 | Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor). (i) In Roof:- c) With 0.80 mm thick sheet | BI01010001010000000000000515BI0100001137 | 1250 | Sq m |
| 27 | 1.26 | M.S. structural works with hollow sections ( square or rectangular shape) conforming to IS: 806-1957 & IS:1161-1958) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1956 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete.\nThe rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. i) For roof truss works c) Span beyond 20 Mtr and up to 30 Mtr | BI01010001010000000000000515BI0100001138 | 27.5 | MT |
| 28 | 1.27 | (a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr. | BI01010001010000000000000515BI0100001139 | 1 | Quint. |
| 29 | 1.28 | Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete. In ground floor. | BI01010001010000000000000515BI0100001140 | 6 | Sq m |
| 30 | 1.29 | Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete (1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing. In Ground floor Flash butt welded windows and ventilators Without integrated grills. (b) Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars. [The extra rate admissible for the openable portion only] | BI01010001010000000000000515BI0100001141 | 50 | Sq m |
| 31 | 1.3 | Supplying, fitting and fixing steel rolling shutter profile type with 18 B.G . of approved type steel latche section 75mm wide, fitted with coil wire spring to necessiate the fitting of required Nos. of C.I. Pulleys on heavy type solid drawn seamless steel tube complete with locking arrangements both inside and outside specially builtup side guide channels including providing a hood for the steel rolling shutter in the room, painting two coats of approved aluminium paint over a coat of red lead primer complete. | BI01010001010000000000000515BI0100001142 | 10 | Sq m |
| 32 | 1.31 | Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. | BI01010001010000000000000515BI0100001143 | 1120 | Sqm |
| 33 | 1.32 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary (a) On timber or plastered surface : With other than hi-gloss of approved quality- (ii) Two coats (white in shade) | BI01010001010000000000000515BI0100001144 | 1120 | Sqm |
| 34 | 1.33 | Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface.\nTwo Coats | BI01010001010000000000000515BI0100001145 | 800 | Sqm |
| 35 | 1.34 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor (Two Coat) a) Normal Acrylic Emulsion | BI01010001010000000000000515BI0100001146 | 800 | Sqm |
| 36 | 1.35 | Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. | BI01010001010000000000000515BI0100001147 | 600 | Sqm |
| 37 | 1.36 | Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete.(225mm end lapping). (B) 450 mm lapping each way (c) With 0.80 mm sheet | BI01010001010000000000000515BI0100001148 | 42.5 | metre |
| 38 | 1.37 | Galvanised iron sheet eaves gutter fitted and fixed with necessary 50 mm X 6 mm M.S flat bar clamps bent to design, bolts, nuts, washers etc. complete. Eaves gutter made of 0.63 mm. sheets.(300mm End lapping) (b) 300 mm. wide gutter | BI01010001010000000000000515BI0100001149 | 85 | metre |
| 39 | 1.38 | Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, alamoid/ Bitumen/M-Seal etc) complete. A) UPVC Pipes: (i) 75 mm. Dia. | BI01010001010000000000000515BI0100001150 | 150 | metre |
| 40 | 2 | Single storied Office Room & Sentry Room | BI01010001010000000000000515BI0100001151 | ||
| 41 | 2.01 | Earth work in excavation of foundation trenches or drain in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing. Spreading or stacking the spoils within a lead of 75 m. as directed.The item includes necessary trimming the sides of trenches levelling, dressing and ramming the bottom. Bailing outwater as required complete. (a) Depth of excavation not exceeding 1.500 mm. | BI01010001010000000000000515BI0100001152 | 14.57 | Cum |
| 42 | 2.02 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation | BI01010001010000000000000515BI0100001153 | 9.57 | Cum |
| 43 | 2.03 | Filling in foundation or plinth by silver sand in layers not exceeding consolidating the same by thorough saturation150 mm as directed and with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) | BI01010001010000000000000515BI0100001154 | 18.75 | CuM. |
| 44 | 2.04 | Anti termite treatment to bottom surface ( in case of masonry foundation and basements) and the sides (upto a height of 300 mm. from bottom) of the excavation trenches with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. area. The work shall be carried out as per specification described in 6.2.1. of code IS- 6313 (part -II) 1981. (Mode of measurment will be the plan area of foundation treated.) | BI01010001010000000000000515BI0100001155 | 19.43 | sq m |
| 45 | 2.05 | Anti termite treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. of the surface before sand bed or sub-grade is laid. Holes upto 50 mm. to 75 mm. deep at 150 mm. centre to centre both ways shall be made with 12 mm, diameter mild steel rod on the surface to facilitate saturation of the soil with the chemical emulsion. The work shall be carried out as per specification described in para 6.4 of code IS-6313 (part -II) 1981. ( Mode of measurment will be per Sq.m of plan area of plinth treated.) | BI01010001010000000000000515BI0100001156 | 24.75 | sq m |
| 46 | 2.06 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | BI01010001010000000000000515BI0100001157 | 45 | Sq. M |
| 47 | 2.07 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety | BI01010001010000000000000515BI0100001158 | 3.75 | Cum. |
| 48 | 2.08 | Ordinary Cement concrete (M20) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes . a) Pakur Variety | BI01010001010000000000000515BI0100001159 | 10.5 | Cu.M. |
| 49 | 2.09 | Hire and labour charges for shuttering with centreing and necessary staging upto 4 m.using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams,columns, lintels curved or straight including fitting fixing and strking out after completion of works (upto roof of ground floor) a) 25 mm. To 30 mm. Thick wooden shuttering as per decision & direction of Engineer-In-Charge. | BI01010001010000000000000515BI0100001160 | 75 | Sq. M |
| 50 | 2.1 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL | BI01010001010000000000000515BI0100001161 | 1.25 | MT |
| 51 | 2.11 | Brick work with 1st. Class bricks in cement mortar (4:1) (b) In superstructure, ground floor | BI01010001010000000000000515BI0100001162 | 23.5 | Cum |
| 52 | 2.12 | 125 mm. Thick brick work with 1st. Class brick in cement mortar (4:1) In ground floor | BI01010001010000000000000515BI0100001163 | 9 | Sq m |
| 53 | 2.13 | Extra for using approved H.B netting in every third layer in Item No.-12 above in any floor. | BI01010001010000000000000515BI0100001164 | 9 | Sq m |
| 54 | 2.14 | Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufacturer's specified rate) for concrete of various grades. | BI01010001010000000000000515BI0100001165 | 8.5 | kg |
| 55 | 2.15 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. | BI01010001010000000000000515BI0100001166 | 25 | Sq m |
| 56 | 2.16 | Plaster (to wall, floor, celling etc. ) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping etc. including throating, noising and drip course where necessary. (i) Wall plaster, 25 mm thick plaster ( 6 : 1 ) | BI01010001010000000000000515BI0100001167 | 85 | Sqm |
| 57 | 2.17 | Plaster (to wall, floor, celling etc. ) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping etc. including throating, noising and drip course where necessary. (ii) With 1:4 cement mortar (c) 10 mm thick plaster | BI01010001010000000000000515BI0100001168 | 32.75 | Sqm |
| 58 | 2.18 | Plaster (to wall, floor, celling etc. ) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping etc. including throating, noising and drip course where necessary. (iii) With 1:3 cement mortar (b) 15 mm thick plaster | BI01010001010000000000000515BI0100001169 | 58.5 | Sqm |
| 59 | 2.19 | 18 mm. to 22 mm. thick, kota stone slab set in 20 mm thick (avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer - in - charge to match with the existing work. [Slurry for bedding @ 4.4 kg/Sq.m and pointing @2.0 kg/Sq.m] | BI01010001010000000000000515BI0100001170 | 25.2 | Sq m |
| 60 | 2.2 | Supplying, fitting and fixing 18 mm. to 22 mm. thick kota stone slab in wall, dado in 15 mm thick [avg] cement mortar (1:3) including making suitable arrangement to hold the stone properly by brass / copper hooks including pointing in cement mortar (1:2) (1 cement : 2 marble dust) with admixture of pigments matching the stone shade, including grinding and polishing all complete as per direction of Engineer-in-charge including cost of materials, labour, scaffolding, staging, curing complete.\n[Using cement slurry for bedding @4.4 kg/Sq.m and for jointing @1.8 kg/Sq.m] | BI01010001010000000000000515BI0100001171 | 4 | Sq m |
| 61 | 2.21 | Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals).(e) Sal : Malayasian | BI01010001010000000000000515BI0100001172 | 0.15 | cum |
| 62 | 2.22 | Supplying , fitting and fixing hinge cleat in position excluding the cost hinge and other fiffitngs. b) with 75mm iron Butt-hinge ii) Sal : Malayasian | BI01010001010000000000000515BI0100001173 | 36 | each |
| 63 | 2.23 | Supplying 'Godrej' mortice lock chromium plated with keys 6 levers including fitting & fixing complete | BI01010001010000000000000515BI0100001174 | 2 | each |
| 64 | 2.24 | Panel shutters of door and window,as perdesign (eachpanel consisting of single plank without joint), including fitting and fixing the samein positionbutexcludingthe costofhingeand other fittings. In ground floor (ii) 40mm thick shutters with 19mm thick panel ofsize 30 to 45 cm (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak | BI01010001010000000000000515BI0100001175 | 7.83 | sq m |
| 65 | 2.25 | Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. | BI01010001010000000000000515BI0100001176 | 19.71 | Sqm |
| 66 | 2.26 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary (a) On timber or plastered surface : With other than hi-gloss of approved quality- (ii) Two coats (white in shade) | BI01010001010000000000000515BI0100001177 | 19.71 | Sqm |
| 67 | 2.27 | Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. | BI01010001010000000000000515BI0100001178 | 15 | Sqm |
| 68 | 2.28 | Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface.\nTwo Coats | BI01010001010000000000000515BI0100001179 | 91.25 | Sqm |
| 69 | 2.29 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor (Two Coat) a) Normal Acrylic Emulsion | BI01010001010000000000000515BI0100001180 | 85 | Sqm |
| 70 | 2.3 | Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, alamoid/ Bitumen/M-Seal etc)\ncomplete. A) UPVC Pipes: (i) 75 mm. Dia. | BI01010001010000000000000515BI0100001181 | 12 | metre |
| 71 | 2.31 | a) Plain Tee (i) 75 mm. Dia. | BI01010001010000000000000515BI0100001182 | 3 | each |
| 72 | 3 | Toilet Block | BI01010001010000000000000515BI0100001183 | ||
| 73 | 3.01 | Earth work in excavation of foundation trenches or drain in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing. Spreading or stacking the spoils within a lead of 75 m. as directed.The item includes necessary trimming the sides of trenches levelling, dressing and ramming the bottom. Bailing outwater as required complete. (a) Depth of excavation not exceeding 1.500 mm. | BI01010001010000000000000515BI0100001184 | 11.57 | Cum |
| 74 | 3.02 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation | BI01010001010000000000000515BI0100001185 | 9.57 | Cum |
| 75 | 3.03 | Filling in foundation or plinth by silver sand in layers not exceeding consolidating the same by thorough saturation150 mm as directed and with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) | BI01010001010000000000000515BI0100001186 | 5.75 | CuM. |
| 76 | 3.04 | Anti termite treatment to bottom surface ( in case of masonry foundation and basements) and the sides (upto a height of 300 mm. from bottom) of the excavation trenches with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. area. The work shall be carried out as per specification described in 6.2.1. of code IS- 6313 (part -II) 1981. (Mode of measurment will be the plan area of foundation treated.) | BI01010001010000000000000515BI0100001187 | 12.43 | sq m |
| 77 | 3.05 | Anti termite treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. of the surface before sand bed or sub-grade is laid. Holes upto 50 mm. to 75 mm. deep at 150 mm. centre to centre both ways shall be made with 12 mm, diameter mild steel rod on the surface to facilitate saturation of the soil with the chemical emulsion. The work shall be carried out as per specification described in para 6.4 of code IS-6313 (part -II) 1981. ( Mode of measurment will be per Sq.m of plan area of plinth treated.) | BI01010001010000000000000515BI0100001188 | 14.75 | sq m |
| 78 | 3.06 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | BI01010001010000000000000515BI0100001189 | 11.25 | Sq. M |
| 79 | 3.07 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety | BI01010001010000000000000515BI0100001190 | 2.15 | Cum. |
| 80 | 3.08 | Ordinary Cement concrete (M20) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. a) Pakur Variety | BI01010001010000000000000515BI0100001191 | 4.55 | Cu.M. |
| 81 | 3.09 | Hire and labour charges for shuttering with centreing and necessary staging upto 4 m.using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams,columns, lintels curved or straight including fitting fixing and strking out after completion of works (upto roof of ground floor) a) 25 mm. To 30 mm. Thick wooden shuttering as per decision & direction of Engineer-In-Charge. | BI01010001010000000000000515BI0100001192 | 37 | Sq. M |
| 82 | 3.1 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL | BI01010001010000000000000515BI0100001193 | 0.75 | MT |
| 83 | 3.11 | Brick work with 1st. Class bricks in cement mortar (4:1) (b) In superstructure, ground floor | BI01010001010000000000000515BI0100001194 | 8.5 | Cum |
| 84 | 3.12 | 125 mm. Thick brick work with 1st. Class brick in cement mortar (4:1) In ground floor | BI01010001010000000000000515BI0100001195 | 7.5 | Sq m |
| 85 | 3.13 | Extra for using approved H.B netting in every third layer in Item NO.-12 above in any floor. | BI01010001010000000000000515BI0100001196 | 7.5 | Sq m |
| 86 | 3.14 | Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufacturer's specified rate) for concrete of various grades. | BI01010001010000000000000515BI0100001197 | 8.5 | kg |
| 87 | 3.15 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. | BI01010001010000000000000515BI0100001198 | 25 | Sq m |
| 88 | 3.16 | Plaster (to wall, floor, celling etc. ) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping etc. including throating, noising and drip course where necessary. (i) Wall plaster, 25 mm thick plaster ( 6 : 1 ) | BI01010001010000000000000515BI0100001199 | 45.25 | Sqm |
| 89 | 3.17 | Plaster (to wall, floor, celling etc. ) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping etc. including throating, noising and drip course where necessary. (ii) With 1:4 cement mortar (c) 10 mm thick plaster | BI01010001010000000000000515BI0100001200 | 32.75 | Sqm |
| 90 | 3.18 | Plaster (to wall, floor, celling etc. ) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping etc. including throating, noising and drip course where necessary. (iii) With 1:3 cement mortar (b) 15 mm thick plaster | BI01010001010000000000000515BI0100001201 | 38.35 | Sqm |
| 91 | 3.19 | 18 mm. to 22 mm. thick, kota stone slab set in 20 mm thick (avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer - in - charge to match with the existing work. [Slurry for bedding @ 4.4 kg/Sq.m and pointing @2.0 kg/Sq.m] | BI01010001010000000000000515BI0100001202 | 9.45 | Sq m |
| 92 | 3.2 | Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. (A) Floor With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (a) Area of each tile upto 0.09 Sq.m (i) Coloured decorative | BI01010001010000000000000515BI0100001203 | 7.02 | Sq m |
| 93 | 3.21 | (B) Wall With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (a) Area of each tile upto 0.09 Sq.m (i) Coloured decorative | BI01010001010000000000000515BI0100001204 | 23.76 | Sq m |
| 94 | 3.22 | Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals). (e) Sal : Malayasian | BI01010001010000000000000515BI0100001205 | 0.11 | cum |
| 95 | 3.23 | Supplying , fitting and fixing hinge cleat in position excluding the cost hinge and other fiffitngs. b) with 75mm iron Butt-hinge ii) Sal : Malayasian | BI01010001010000000000000515BI0100001206 | 12 | each |
| 96 | 3.24 | Supplying 'Godrej' mortice lock chromium plated with keys 6 levers including fitting & fixing complete | BI01010001010000000000000515BI0100001207 | 2 | each |
| 97 | 3.25 | Panel shutters of door and window,as perdesign (eachpanel consisting of single plank without joint), including fitting and fixing the samein positionbutexcludingthe costofhingeand other fittings. In ground floor (ii) 40mm thick shutters with 19mm thick panel ofsize 30 to 45 cm (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak | BI01010001010000000000000515BI0100001208 | 2.83 | sq m |
| 98 | 3.26 | Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. | BI01010001010000000000000515BI0100001209 | 11.83 | Sqm |
| 99 | 3.27 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary (a) On timber or plastered surface : With other than hi-gloss of approved quality- (ii) Two coats (white in shade) | BI01010001010000000000000515BI0100001210 | 11.83 | Sqm |
| 100 | 3.28 | Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. | BI01010001010000000000000515BI0100001211 | 5.01 | Sqm |
| 101 | 3.29 | Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface. Two Coats | BI01010001010000000000000515BI0100001212 | 45.55 | Sqm |
| 102 | 3.3 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor (Two Coat) a) Normal Acrylic Emulsion | BI01010001010000000000000515BI0100001213 | 45.55 | Sqm |
| 103 | 3.31 | Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, alamoid/ Bitumen/M-Seal etc)\ncomplete. A) UPVC Pipes: (i) 75 mm. Dia. | BI01010001010000000000000515BI0100001214 | 8 | metre |
| 104 | 3.32 | a) Plain Tee (i) 75 mm. Dia. | BI01010001010000000000000515BI0100001215 | 4 | each |
| 105 | 3.33 | Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the 100mm thick R.C.C (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4 : 1) with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4 : 1) to outside wall upto 200 mm below G.L floor finished with 25 mm thick grey artificial stone over 100 mm thick R.C.C(1:1.5:3) bottom slab including supplying, fitting and fixing all necessry specials, fittings, S.W. tees, C.I. foot rest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary, ramming, dressing the bed and fefilling the sides of the tanks with earth, removing spoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 0.5% by weight of cement with all costs of labour and materials. Note:- (i) Finished level of Septic Tank should be 400 mm. from Ground Level. (ii) Height of 50 mm. Ventilation pipe &Mosquito proof mesh, should be follwed as per IS:2470,Part- I.Payment will be made separetly on the basis of actual height based on relevant I.S.Code. iv) For 50 users A) With Pakur variety. (Other than SAIL/TATA/RINL) | BI01010001010000000000000515BI0100001216 | 1 | each |
| 106 | 3.34 | Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. \nWith 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia. SAIL/TATA/RINL) | BI01010001010000000000000515BI0100001217 | 1 | each |
| 107 | 4 | Tube well for Ware House | BI01010001010000000000000515BI0100001218 | ||
| 108 | 4.01 | Labour for boring through any type of soil for sinking tube well of required dia. with top enlargement by rig boring system (either by reserve circulation or by direct rotary method) including hire charges and labour for rig machine, tools and plants, staging, force pumping set and making arrangement for water required for boring etc. complete and lowering of pipes, strainers, blind pipes etc. complete. (a) For depth upto 350 metre for 100 mm dia. Tube well with top enlargement of 200 mm dia.(upto 50 metre). (i) First 50 metre | BI01010001010000000000000515BI0100001219 | 50 | R.M |
| 109 | 4.02 | (ii) Next 50 metre | BI01010001010000000000000515BI0100001220 | 50 | R.M |
| 110 | 4.03 | (iii) Next 50 metre | BI01010001010000000000000515BI0100001221 | 50 | R.M |
| 111 | 4.04 | (iv) Rest 200 metre | BI01010001010000000000000515BI0100001222 | 200 | R.M |
| 112 | 4.05 | Supplying brass-strainer with brass socket of approved make. (Heavy type) (iv) 100 mm dia. | BI01010001010000000000000515BI0100001223 | 15 | R.M |
| 113 | 4.06 | Supplying, fitting and fixing in position G.I. pipes of TATA make for underground works with all necessary accessories,specials viz.socket, bend, tee, union, cross, elbow, nipple, short piece etc.including cost of all materials,jointing materials ,cutting pipes,making threads,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I. pipes and specials with bituminous paint complete in all respect. (Payment will be made on the\ncentre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.Payment for painting will be made seperately) (ix) 100 mm dia. medium quality | BI01010001010000000000000515BI0100001224 | 250 | R.M |
| 114 | 4.07 | (xi) 150 mm dia. medium quality | BI01010001010000000000000515BI0100001225 | 50 | R.M |
| 115 | 4.08 | Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-incharge including cost of all materials labour and equipment complete | BI01010001010000000000000515BI0100001226 | 12.43 | cum |
| 116 | 4.09 | Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with 'V' notch including hire and labour charges for all tools and plants and scaffolding as required. | BI01010001010000000000000515BI0100001227 | 2 | days |
| 117 | 4.1 | Geophysical investigation of the acquifer by electrologging system with all tools and plants as necessary including supply of necessary report. | BI01010001010000000000000515BI0100001228 | 1 | each test |
| 118 | 4.11 | Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction | BI01010001010000000000000515BI0100001229 | 1 | Item |
| 119 | 4.12 | Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). (L) Reducing Socket (100 X 50) | BI01010001010000000000000515BI0100001230 | 1 | each |
| 120 | 4.13 | Supplying,fitting and fixing check valve (horizontal) G.M. tested to 21 kg per sq. cm. (vi) 50 mm | BI01010001010000000000000515BI0100001231 | 1 | each |
| 121 | 4.14 | Supplying, fitting and fixing special hand pump no. 6 of approved make (for 50 mm or 40 mm dia. tube well). | BI01010001010000000000000515BI0100001232 | 1 | each |
| 122 | 5 | Rain Water Harvesting Scheme in connection with construction of Ware House | BI01010001010000000000000515BI0100001233 | ||
| 123 | 5.01 | Earth work in excavation of foundation trenches or drain in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing. Spreading or stacking the spoils within a lead of 75 m. as directed.The item includes necessary trimming the sides of trenches levelling, dressing and ramming the bottom. Bailing outwater as required complete. (a) Depth of excavation not exceeding 1.500 mm. | BI01010001010000000000000515BI0100001234 | 75 | Cum |
| 124 | 5.02 | (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring. | BI01010001010000000000000515BI0100001235 | 25 | Cum |
| 125 | 5.03 | Providing and filling with Sand (1-2 mm) in recharge pit, including watering, ramming and consolidation, dressing complete. | BI01010001010000000000000515BI0100001236 | 10 | CuM. |
| 126 | 5.04 | Providing and filling with Gravel (5-10 mm) in recharge pit, including watering, ramming and consolidation, dressing complete. | BI01010001010000000000000515BI0100001237 | 7.5 | cum |
| 127 | 5.05 | Providing and filling with Boulder (5-20 mm)in recharge pit, including watering, ramming and consolidation, dressing complete. | BI01010001010000000000000515BI0100001238 | 10 | Cum. |
| 128 | 5.06 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety | BI01010001010000000000000515BI0100001239 | 1.75 | Cum. |
| 129 | 5.07 | Ordinary Cement concrete (M20) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes . a) Pakur Variety | BI01010001010000000000000515BI0100001240 | 5.25 | Cu.M. |
| 130 | 5.08 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL | BI01010001010000000000000515BI0100001241 | 0.525 | MT |
| 131 | 5.09 | Brick work with 1st. Class bricks in cement mortar (4:1) (b) In superstructure, ground floor | BI01010001010000000000000515BI0100001242 | 12.5 | Cum |
| 132 | 5.1 | Providing and fixing Orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12 mm dia. steel bar conforming to IS: 1786 having minimum cross section as 23mm x 25mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded leg shaving 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per specification including fixing complete. Mark to be visible even after fixing . | BI01010001010000000000000515BI0100001243 | 24 | nos |
| 133 | 5.11 | Supplying, fitting and fixing in position R.C.C. Manhole/ pit cover of approved make with rim of approved make (Heavy type) (ii) 560 mm dia. | BI01010001010000000000000515BI0100001244 | 2 | nos |
| 134 | 5.12 | Supplying, fitting, fixing C.I Grating (Heavy type). (b) Above 100 mm and upto 150 mm Square or round. | BI01010001010000000000000515BI0100001245 | 6 | nos |
| 135 | 5.13 | Providing and laying 300 mm dia RCC hume pipes for cable crossings or wherever called, of class NP2 with collars, jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including excavation, dressing, compaction of bed and testing of joints etc. The rates shall include cost of 75mm thk PCC 1:4:8 all around the pipe complete. | BI01010001010000000000000515BI0100001246 | 30 | R.M |
| 136 | 5.14 | Supplying & laying Double Wall Corrugated (with external annular corrugation and smooth internal walls) High Density Polyethelene Pipes conforming to IS 16098 (Part-II):2013 having Stiffness Class of SN 8 with Ring Stiffness not less than 8.00 KN/Sqm. and Impact Resistance TIR value not more than 10% including necessary jointing materials for nonpressure underground Drainage, Sewerage & Cross drainage application. a) 100 mm PVC pipe | BI01010001010000000000000515BI0100001247 | 15 | R.M |
| 137 | 5.15 | b) 150 mm PVC pipe | BI01010001010000000000000515BI0100001248 | 15 | R.M |
| 138 | 5.16 | c) 200 mm PVC pipe | BI01010001010000000000000515BI0100001249 | 30 | R.M |
| 139 | 5.17 | Constructing brick masonry manhole with Ist class bricks in cement mortar 1:5 (1 cement : 5 fine sand) RCC top slab with 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:4:8 mix (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) inside and outside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement inside and rough plaster on outside and making channels in cement concrete 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) neatly finished including PVC foot rests @ 300 mm spacing complete as per standard design including excavation, refilling, and disposal of surplus earth and PVC coated M.S. foot rest at 300 mm spacing. Inside size 120 x 90 x 90 cms deep including heavy duty SFRC manhole cover and frame complete in all respects. Brick masonary chamber of size 1200 x 1200mm including cover . | BI01010001010000000000000515BI0100001250 | 1 | L.S |
| 140 | 6 | Boundary wall of cement brick work | BI01010001010000000000000515BI0100001251 | ||
| 141 | 6.01 | Earth work in excavation of foundation trenches or drain in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing. Spreading or stacking the spoils within a lead of 75 m. as directed.The item includes necessary trimming the sides of trenches levelling, dressing and ramming the bottom. Bailing outwater as required complete. (a) Depth of excavation not exceeding 1.500 mm. | BI01010001010000000000000515BI0100001252 | 68.88 | Cum |
| 142 | 6.02 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation | BI01010001010000000000000515BI0100001253 | 31.9964 | Cum |
| 143 | 6.03 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | BI01010001010000000000000515BI0100001254 | 131.345 | Sq. M |
| 144 | 6.04 | Ordinary Cement concrete (M20) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes . a) Pakur Variety | BI01010001010000000000000515BI0100001255 | 27.0327 | Cu.M. |
| 145 | 6.05 | Hire and labour charges for shuttering with centreing and necessary staging upto 4 m.using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams,columns, lintels curved or straight including fitting fixing and strking out after completion of works (upto roof of ground floor) a) 25 mm. To 30 mm. Thick wooden shuttering as per decision & direction of Engineer-In-Charge. | BI01010001010000000000000515BI0100001256 | 147 | Sq. M |
| 146 | 6.06 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL | BI01010001010000000000000515BI0100001257 | 3.20727 | MT |
| 147 | 6.07 | Brick work with 1st. Class bricks in cement mortar (4:1) (b) In superstructure, ground floor | BI01010001010000000000000515BI0100001258 | 7.48364 | Cum |
| 148 | 6.08 | 125 mm. Thick brick work with 1st. Class brick in cement mortar (4:1) In ground floor | BI01010001010000000000000515BI0100001259 | 372.273 | Sq m |
| 149 | 6.09 | Extra for using approved H.B netting in every third layer in Item no 8 above in any floor. | BI01010001010000000000000515BI0100001260 | 372.273 | Sq m |
| 150 | 6.1 | Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufacturer's specified rate) for concrete of various grades. | BI01010001010000000000000515BI0100001261 | 22.9091 | kg |
| 151 | 6.11 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. | BI01010001010000000000000515BI0100001262 | 131.193 | Sq m |
| 152 | 6.12 | Plaster (to wall, floor, celling etc. ) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping etc. including throating, noising and drip course where necessary. (i) Wall plaster, 20 mm thick plaster ( 6 : 1 ) | BI01010001010000000000000515BI0100001263 | 878.182 | Sqm |
| 153 | 6.13 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. II) For Structural Works in Roof Trusses etc. using joists, channels and angles of specified section weighing less than 22.5 kg/ m | BI01010001010000000000000515BI0100001264 | 0.610909 | MT |
| 154 | 6.14 | Fixing post of iron or precast concrete by digging hole in the ground (in all sorts of soil) and embedding the same by packing the hole with cement concrete (1:3:6) (with jhama khoa. For Purulia, Bankura and Darjeeling Hill by Pakur Variety, Local Black Hard Stone & Bazree respectively) and finishing the top surface to regular shape (as directed) with 15 cm cement plaster (1:6) complete, including the cost of concrete, plaster etc.but excluding the cost of the post : (i) Average dia. of the hole 200 mm. to 300 mm (a) Depth 450 mm. to 500 mm. | BI01010001010000000000000515BI0100001265 | 76.3636 | cum |
| 155 | 6.15 | Labour for fitting line of wire through holes in fencing post (already made in the body of the posts or formed by staples already fixed thereto) and tightening and fixing the wire in taut condition with straining bolts (including the cost of making holes, cost of staples and cost of cutting and lappping joints in wire as necessary but excluding the cost of straining bolts ) : (d) Barbed wire | BI01010001010000000000000515BI0100001266 | 1050 | Metre |
| 156 | 6.16 | Labour for fitting wove wire or similar fencing net tightening and fixing the same to post with staples at every bar (including the cost of cutting and lapping joints in the net, the cost of staples, binding wire etc. and of labour for fixing such staples as necessary). (b) Net above 1350 mm. height | BI01010001010000000000000515BI0100001267 | 1050 | Metre |
| 157 | 6.17 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor (Two Coat) a) Normal Acrylic Emulsion | BI01010001010000000000000515BI0100001268 | 878.182 | Sqm |
| 158 | 7 | Jail type M.S Main Gate | BI01010001010000000000000515BI0100001269 | ||
| 159 | 7.01 | Earth work in excavation of foundation trenches or drain in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing. Spreading or stacking the spoils within a lead of 75 m. as directed.The item includes necessary trimming the sides of trenches levelling, dressing and ramming the bottom. Bailing outwater as required complete. (a) Depth of excavation not exceeding 1.500 mm. | BI01010001010000000000000515BI0100001270 | 5.5 | Cum |
| 160 | 7.02 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation | BI01010001010000000000000515BI0100001271 | 2.25 | Cum |
| 161 | 7.03 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | BI01010001010000000000000515BI0100001272 | 5.5 | Sq. M |
| 162 | 7.04 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety | BI01010001010000000000000515BI0100001273 | 0.85 | Cum. |
| 163 | 7.05 | Ordinary Cement concrete (M20) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes . a) Pakur Variety | BI01010001010000000000000515BI0100001274 | 2.75 | Cu.M. |
| 164 | 7.06 | Hire and labour charges for shuttering with centreing and necessary staging upto 4 m.using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams,columns, lintels curved or straight including fitting fixing and strking out after completion of works (upto roof of ground floor) a) 25 mm. To 30 mm. Thick wooden shuttering as per decision & direction of Engineer-In-Charge. | BI01010001010000000000000515BI0100001275 | 5.45 | Sq. M |
| 165 | 7.07 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL | BI01010001010000000000000515BI0100001276 | 0.275 | MT |
| 166 | 7.08 | M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge. In ground floor. | BI01010001010000000000000515BI0100001277 | 12.35 | Quintal |
| 167 | 7.09 | Supplying, fitting, fixing in position rails on any surface. | BI01010001010000000000000515BI0100001278 | 250 | kg |
| 168 | 8 | Internal road of rigid pavement | BI01010001010000000000000515BI0100001279 | ||
| 169 | 8.01 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works . (a) Depth of excavation not exceeding 1.500 mm. | BI01010001010000000000000515BI0100001280 | 1335.28 | Cum |
| 170 | 8.02 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement). | BI01010001010000000000000515BI0100001281 | 8 | Cum |
| 171 | 8.03 | Providing and laying Sand Blanket with medium sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction including lighting, guarding, barricading and making 1.0 m wide earthen bundh on both the sides, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. (The payment is to be made on the basis of the finished compacted volume.) | BI01010001010000000000000515BI0100001282 | 127.2 | CuM. |
| 172 | 8.04 | Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (ii) Grading – II | BI01010001010000000000000515BI0100001283 | 84.8 | Sqm. |
| 173 | 8.05 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with cement content as per IRC: 15-2011, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batch mix plant / RMC and appropriate weigh batcher using approved mix design (as per IRC:44 2008), laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, polysulphide sealant, dowel bars, near approaches to bridge/ culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 for Rural Roads of MORD. a) Pakur Variety | BI01010001010000000000000515BI0100001284 | 50 | Cum. |
| 174 | 9 | External road of rigid pavement | BI01010001010000000000000515BI0100001285 | ||
| 175 | 9.01 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works . (a) Depth of excavation not exceeding 1.500 mm. | BI01010001010000000000000515BI0100001286 | 1786.68 | Cum |
| 176 | 9.02 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement). | BI01010001010000000000000515BI0100001287 | 10.7045 | Cum |
| 177 | 9.03 | Providing and laying Sand Blanket with medium sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction including lighting, guarding, barricading and making 1.0 m wide earthen bundh on both the sides, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. (The payment is to be made on the basis of the finished compacted volume.) | BI01010001010000000000000515BI0100001288 | 170.201 | CuM. |
| 178 | 9.04 | Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (ii) Grading – II | BI01010001010000000000000515BI0100001289 | 113.467 | Sqm. |
| 179 | 9.05 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with cement content as per IRC: 15-2011, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batch mix plant / RMC and appropriate weigh batcher using approved mix design (as per IRC:44 2008), laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, polysulphide sealant, dowel bars, near approaches to bridge/ culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 for Rural Roads of MORD. a) Pakur Variety | BI01010001010000000000000515BI0100001290 | 66.9029 | Cum. |
| 180 | 10 | ADD GST 12% on Sub total of Rs 13945691.40 | BI01010001010000000000000515BI0100001291 | 0.12 | of |
| 181 | 11 | ADD CESS 1% on Sub-total (including GST) Rs. 15619174.37 | BI01010001010000000000000515BI0100001292 | 0.01 | of |
| 182 | 12 | Add cost of electrical works | BI01010001010000000000000515BI0100001293 | 1 | L.S. |
| 183 | 13 | Add cost of sanitary plumbing | BI01010001010000000000000515BI0100001294 | 1 | L.S. |
| 184 | 14 | Energigation charge for 10 kW to be paid to WBSEDCL | BI01010001010000000000000515BI0100001295 | 1 | L.S. |
| 185 | 15 | Meter Security to be paid to WBSEDCL | BI01010001010000000000000515BI0100001296 | 1 | L.S. |
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