District Magistrate has published ( A ) Construction Of 2 Nos . Acr And 2 Nos . Toilet Complex At Koalidaha Badaruddin Jr . High Madrasha , Putimari- I Gp Under Dinhata- I Development Block In The District Of Cooch Behar .. Submission Date for this Tender is 25-01-2021. Toilet Bathroom Tenders in Dinhata- I Block West Bengal. Bidders can get complete Tender details and download the document.
| Name of Work: (a) Construction of 2 Nos. ACR & 2 Nos. Toilet Complex at Koalidaha Badaruddin Jr. High Madrasha, Putimari- I GP under Dinhata- I Development Block in the district of Cooch Behar. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1.1 | Class Room | |||
| 2 | 1.2 | Earht work in excavation of foundation tranches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75m. As directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water as required complete.\n(a) Depth of excavation not exceeding 1500mm | BI01010001010000000000000515BI0100001113 | 115.98 | m3 |
| 3 | 2 | Earth work in filling in foundation tranchases or plinth with good earth, in layers not exceeding 150mm including watering and ramming etc. layer by layer complete (Payment to be made on the basis of measurement of finished quality of work) Earth obtain from excavation of foundation tranches. | BI01010001010000000000000515BI0100001114 | 76.58 | m3 |
| 4 | 3 | Single brick flat soling of picked jhama bricks including ramming & dressing bed to proper level and filling joints with powered earth or local sand. | BI01010001010000000000000515BI0100001115 | 214.98 | m2 |
| 5 | 4 | Cement concrete with 30mm down graded shingles excluding shuttering.\nN.B. Variety\n(a) 1:3:6 Proportion | BI01010001010000000000000515BI0100001116 | 16.12 | m3 |
| 6 | 5 | 25 mm. thick damp proof with cement concrete (1:1.5:3) (with graded stone aggregate 10 mm. normal size) and painting the top surface with a coat of bitumen [VG.40 ] using 1.7 kg. per\nsq.m. including heating the bitumen and cost and carriage of all materials complete. [Bitument to be supplied by the Agency]\n | BI01010001010000000000000515BI0100001117 | 11.46 | m2 |
| 7 | 6 | Brick work with 1st class bricks in cement mortar(1:6)\n b) In foundation & plinth. | BI01010001010000000000000515BI0100001118 | 12.02 | m3 |
| 8 | 7 | Brick work with 1st class bricks in cement mortar(1:6)\n b) In super structure wall. | BI01010001010000000000000515BI0100001119 | 30.46 | m3 |
| 9 | 8 | Ordinary cement concrete M20 (mix 3:1:5:1) with graded stone chips (20mm down) excluding shuttering and reinforcement if any, in ground floor as per ISI 456-2000.\na) River Bazree\ni) In Ground Floor. | BI01010001010000000000000515BI0100001120 | 76.22 | m3 |
| 10 | 9 | Hire & labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required braching for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (Up to roof of ground)\n(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of\nEngineer-In-Charge. | BI01010001010000000000000515BI0100001121 | 443.06 | m2 |
| 11 | 10 | Reinforcement for reinforced concrete work\nin all sorts of structures including distribution\nbars, stirrups, binders etc initial straightening\nand removal of loose rust (if necessary),\ncutting to requisite length, hooking and\nbending to correct shape, placing in proper\nposition and binding with 16 gauge black\nannealed wire at every intersection, complete\nas per drawing and direction.\n(a) For works in foundation, basement and\nupto roof of ground floor/upto 4 m | BI01010001010000000000000515BI0100001122 | 7.68 | MT |
| 12 | 11 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in\nground floor. | BI01010001010000000000000515BI0100001123 | 50.02 | m2 |
| 13 | 12 | Wood work in door & window frame fitted & fixed in position complete including a protective coat of painting at the contact surface of the frame excluding cost of concrete, iron butt hinges & M.S. clapps (The quantum should be correted up to three decimals)\nSal Malayasian. | BI01010001010000000000000515BI0100001125 | 0.406 | m3 |
| 14 | 13 | Supplying, fitting & fixing M.S. clamps for door & window frame made of flat bent bar end bifurcated with necessary screws etc. by cement concrete (1:2:4) as per direction (Cost of concrete will be paid seperately)\n(a) 40mm x 6mm, 250mm Length. | BI01010001010000000000000515BI0100001126 | 72 | Nos |
| 15 | 14 | Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.\n(vii) 100mm x 58mm x 1.90mm | BI01010001010000000000000515BI0100001127 | 72 | Nos |
| 16 | 15.1 | Iron socket bolt of approved quality fitted & fixed complete.\n(C) 225mm long x 10mm dia bolt. | BI01010001010000000000000515BI0100001128 | 4 | Nos |
| 17 | 15.2 | Iron socket bolt of approved quality fitted & fixed complete.\n(C) 150mm long x 10mm dia bolt. | BI01010001010000000000000515BI0100001129 | 24 | Nos |
| 18 | 16 | Iron hasp of approved quality fitted & fixed complete (oxidised) with 16mm dia rod with centre bolt fitting .\n(C) 300mm long Ground Floor | BI01010001010000000000000515BI0100001130 | 4 | Nos |
| 19 | 17 | Iron catch hook of approved quality fitted and fixed to shutter and chowkat.\n(c) 10mm dia x 300mm long. | BI01010001010000000000000515BI0100001131 | 24 | Nos |
| 20 | 18 | Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete:\n(a) With continuous plate base (Hexagonal/ Round rod)\n(v) 125 mm grip x 12 mm dia rod. | BI01010001010000000000000515BI0100001132 | 8 | Nos |
| 21 | 19 | Supplying, fitting and fixing hinge cleat in position excluding the cost hinge and\nother fiffitngs.\nb) with 75mm iron Butt-hinge\nii) Sal : Malayasian\n | BI01010001010000000000000515BI0100001133 | 32 | Nos |
| 22 | 20 | Supplying fitting fixting buffer block.\nSal Malayasian | BI01010001010000000000000515BI0100001134 | 32 | Nos |
| 23 | 21 | 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\nsmooth 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. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement\n(iii) 35 mm. thick | BI01010001010000000000000515BI0100001135 | 117.66 | m2 |
| 24 | 22 | Panel shtters of door & window as per design (each panel consisting of single plank without joint) including fitting & fixing the same in position but excluding the cost of hinge & other fittings.\nOrdinary Teak Wood, 40mm thick shutter. | BI01010001010000000000000515BI0100001136 | 22.58 | m2 |
| 25 | 23 | M.S. or W.I. ornamental grill of approved design joints continuasly welded with M.S. W.I. flats and bars of windows, ralling etc. fitted & fixed with necessary screws and lugs in ground floor.\n(Add extra @1% for each sddl. Floor upto 4th floor and @1.25% for each addl. floor above 4th floor)\n(i) Grill weighing above 10Kg. / Sq. mtr. and up to 16Kg. / Sq. mtr. | BI01010001010000000000000515BI0100001137 | 210 | Kg |
| 26 | 24 | Plaster (to wall, floor, ceiling etc.) with sand\nand cement mortar including rounding off or\nchamfering corners as directed and raking\nout joints including throating, nosing and drip\ncourse, scaffolding/staging where necessary\n(Ground floor).[Excluding cost of chipping over concrete surface]\n(ii) With 1:4 cement mortar\n(A) 10mm thick plaster\nIn Ground Floor | BI01010001010000000000000515BI0100001138 | 135.12 | m2 |
| 27 | 25 | Plaster (to wall, floor, ceiling etc.) with sand\nand cement mortar including rounding off or\nchamfering corners as directed and raking\nout joints including throating, nosing and drip\ncourse, scaffolding/staging where necessary\n(Ground floor).[Excluding cost of chipping over concrete surface]\n(ii) With 1:4 cement mortar\n(A) 15mm thick plaster\nIn Ground Floor | BI01010001010000000000000515BI0100001139 | 163.8 | m2 |
| 28 | 26 | Plaster (to wall, floor, ceiling etc.) with sand\nand cement mortar including rounding off or\nchamfering corners as directed and raking\nout joints including throating, nosing and drip\ncourse, scaffolding/staging where necessary\n(Ground floor).[Excluding cost of chipping over concrete surface]\n(ii) With 1:6 cement mortar\n(A) 20mm thick plaster\nIn Ground Floor | BI01010001010000000000000515BI0100001140 | 163.88 | m2 |
| 29 | 27 | Plaster (to wall, floor, ceiling etc.) with sand\nand cement mortar including rounding off or\nchamfering corners as directed and raking\nout joints including throating, nosing and drip\ncourse, scaffolding/staging where necessary\n(Ground floor).[Excluding cost of chipping over concrete surface]\n(ii) With 1:6 cement mortar\n(A) 15mm thick plaster\nIn Ground Floor | BI01010001010000000000000515BI0100001141 | 279.22 | m2 |
| 30 | 28 | Neat cement punning about 1.5mm thick in wall, dado, window\nsill, floor etc.\nNOTE:Cement 0.152 cu.m per100 sq.m.\n | BI01010001010000000000000515BI0100001142 | 58.18 | m2 |
| 31 | 29 | White washing including cleaning and smoothening surface thoroughly.\nAll floors :\n(c) Three coats (on new works only). \n | BI01010001010000000000000515BI0100001143 | 289.16 | m2 |
| 32 | 30 | Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly\n(plastered or concrete surface) as per manufacturer's specification.\n(iii) Two coats. \n\n | BI01010001010000000000000515BI0100001144 | 414.96 | m2 |
| 33 | 31.1 | (b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand\npapering etc.\n\n\n | BI01010001010000000000000515BI0100001145 | 27.36 | m2 |
| 34 | 31.2 | (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc\n\n\n | BI01010001010000000000000515BI0100001146 | 17.28 | m2 |
| 35 | 32.1 | (A) 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 :\n(a) On timber or plastered surface :\n(iv) Two coats (with any shade except white) \n\n\n\n\n | BI01010001010000000000000515BI0100001147 | 98.5 | m2 |
| 36 | 32.2 | (A) 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 :\n(b) On steel or other metal surface :\n(iv) Two coats (with any shade except white) \n\n\n\n\n | BI01010001010000000000000515BI0100001148 | 17.28 | m2 |
| 37 | 33 | 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, Valamoid/Bitumen/M-Seal etc) complete.\n(ii) 110 mm. Dia\n\n\n\n\n\n | BI01010001010000000000000515BI0100001149 | 8 | m |
| 38 | 34 | Cost of construction of Ramp (as per analysis rate) | BI01010001010000000000000515BI0100001150 | 2 | Nos |
| 39 | 35 | ITEMS OF TOILET\nEarht work in excavation of foundation tranches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75m. As directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water as required complete.\n(a) Depth of excavation not exceeding 1500mm | BI01010001010000000000000515BI0100001151 | 16.82 | m3 |
| 40 | 36 | Earth work in filling in foundation tranchases or plinth with good earth, in layers not exceeding 150mm including watering and ramming etc. layer by layer complete (Payment to be made on the basis of measurement of finished quality of work) Earth obtain from excavation of foundation tranches. | BI01010001010000000000000515BI0100001152 | 5.32 | m3 |
| 41 | 37 | Single brick flat soling of picked jhama bricks including ramming & dressing bed to proper level and filling joints with powered earth or local sand. | BI01010001010000000000000515BI0100001153 | 26.64 | m2 |
| 42 | 38 | Cement concrete with 40mm down graded shingles excluding shuttering.\nN.B. Variety\n(a) 1:4:8 Proportion | BI01010001010000000000000515BI0100001154 | 2 | m3 |
| 43 | 39 | Brick work with 1st class bricks in cement mortar(1:6)\n b) In foundation & plinth. | BI01010001010000000000000515BI0100001155 | 9.16 | m3 |
| 44 | 40 | Brick work with 1st class bricks in cement mortar(1:6)\n b) In super structure wall. | BI01010001010000000000000515BI0100001156 | 1.71 | m3 |
| 45 | 41 | Ordinary cement concrete M20 (mix 3:1:5:1) with graded stone chips (20mm down) excluding shuttering and reinforcement if any, in ground floor as per ISI 456-2000.\na) River Bazree\ni) In Ground Floor. | BI01010001010000000000000515BI0100001157 | 2.432 | m3 |
| 46 | 42 | Hire & labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required braching for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (Up to roof of ground)\n(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of\nEngineer-In-Charge. | BI01010001010000000000000515BI0100001158 | 25.56 | m2 |
| 47 | 43 | Reinforcement for reinforced concrete work\nin all sorts of structures including distribution\nbars, stirrups, binders etc initial straightening\nand removal of loose rust (if necessary),\ncutting to requisite length, hooking and\nbending to correct shape, placing in proper\nposition and binding with 16 gauge black\nannealed wire at every intersection, complete\nas per drawing and direction.\n(a) For works in foundation, basement and\nupto roof of ground floor/upto 4 m | BI01010001010000000000000515BI0100001159 | 0.19 | MT |
| 48 | 44 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in\nground floor. | BI01010001010000000000000515BI0100001160 | 39.926 | m2 |
| 49 | 45 | Extra for providing H.D netting | BI01010001010000000000000515BI0100001161 | 37.526 | m2 |
| 50 | 46 | 75 mm. thick brick work with 1st class bricks in cement mortar (1:4) in\nground floor. | BI01010001010000000000000515BI0100001162 | 5.112 | m2 |
| 51 | 47 | 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\nsmooth 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. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement\n(iii) 25 mm. thick | BI01010001010000000000000515BI0100001163 | 12.066 | m2 |
| 52 | 48 | 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 &\nfinishing 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.\n | BI01010001010000000000000515BI0100001164 | 6.12 | m2 |
| 53 | 49 | Precast pierced concrete jally work as per design and manufacturer's specification including moulding etc. with stone chips and necessary reinforcement shuttering complete including fitting, fixing in position in all floors. \n(a) 50 mm. thick panels | BI01010001010000000000000515BI0100001165 | 1.17 | m2 |
| 54 | 50 | Supplying fitting & fixing glazed porcelain tiles in 20 mm thick cement mortar (1:4) including 4 Nos of key stone (10 mm) fixed with adhesive of approved quality & 2 mm thick cement slurry using cement @ 2.91 kg/Sq.m at the back of tiles and finishing joints with white cement & colouring oxide [if required] to match the colour of tiles over application slurry @ 1.75 kg/Sq.m below cement mortar including dismantling the old\nmortar etc.\n | BI01010001010000000000000515BI0100001166 | 21.6 | m2 |
| 55 | 51 | 25 mm. thick damp proof with cement concrete (1:1.5:3) (with graded stone aggregate 10 mm. normal size) and painting the top surface with a coat of bitumen [VG.40 ] using 1.7 kg. per\nsq.m. including heating the bitumen and cost and carriage of all materials complete. [Bitument to be supplied by the Agency]\n | BI01010001010000000000000515BI0100001167 | 2.95 | m2 |
| 56 | 52 | Supplying, Fitting & Fixing 30 mm thick Factory made solid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of 19 gauge thickness and size 19 mmx19 mm for styles, top and bottom rails, M.S. frame shall have cost of steel primers of approved make and manufacture, M.S. frame covered with 5\nmm th. heat moulded PVC “C” channel of size 30 mm th, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10 mm (5 mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom rail. Paneling of 5 mm th. both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles &rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm th. PVC\nstrip of 20 mm which is to be stuck on the interior side of the “C” channel using PVC solvent adhesive etc. complete excluding all necessary hardwares as per direction of Engineer-in-Charge.\nIn ground floor.\n\n | BI01010001010000000000000515BI0100001168 | 9.66 | m2 |
| 57 | 53 | Supplying fitting and fixing in position approved P.V.C. door frame (Matt finish)\nmade of extruded P.V.C. multichamber hollow section having dimensions 60mm x\n50mm x 2mm (+/-0.2mm), horizontal section will be joined with vertical section by galvanised steel screws after inserting two number steel brackets as reinforcement making suitable space for placing hinges, one steel tube 40mm x 20mm x 1.20 mm will be inserted on one full vertical side of the frame (hinge side) as reinforcement, the frame will then be fixed in the opening with the help of P.V.C. expandable fastner/wooden gutties and galvanised steel screws including cost of all materials and labour, hire charges of tools and appliances, carriage of all materials, taxes and all other incidental charges complete.\n | BI01010001010000000000000515BI0100001169 | 35.4 | m |
| 58 | 54 | Plaster (to wall, floor, ceiling etc.) with sand\nand cement mortar including rounding off or\nchamfering corners as directed and raking\nout joints including throating, nosing and drip\ncourse, scaffolding/staging where necessary\n(Ground floor).[Excluding cost of chipping over concrete surface]\n(ii) With 1:4 cement mortar\n(A) 10mm thick plaster\nIn Ground Floor | BI01010001010000000000000515BI0100001170 | 12.32 | m2 |
| 59 | 55 | Plaster (to wall, floor, ceiling etc.) with sand\nand cement mortar including rounding off or\nchamfering corners as directed and raking\nout joints including throating, nosing and drip\ncourse, scaffolding/staging where necessary\n(Ground floor).[Excluding cost of chipping over concrete surface]\n(ii) With 1:4 cement mortar\n(A) 15mm thick plaster\nIn Ground Floor | BI01010001010000000000000515BI0100001171 | 50.58 | m2 |
| 60 | 56 | Plaster (to wall, floor, ceiling etc.) with sand\nand cement mortar including rounding off or\nchamfering corners as directed and raking\nout joints including throating, nosing and drip\ncourse, scaffolding/staging where necessary\n(Ground floor).[Excluding cost of chipping over concrete surface]\n(ii) With 1:6 cement mortar\n(A) 20mm thick plaster\nIn Ground Floor | BI01010001010000000000000515BI0100001172 | 48.16 | m2 |
| 61 | 57 | Neat cement punning about 1.5mm thick in wall, dado, window\nsill, floor etc.\nNOTE:Cement 0.152 cu.m per100 sq.m.\n | BI01010001010000000000000515BI0100001173 | 27.1 | m2 |
| 62 | 58 | White washing including cleaning and smoothening surface thoroughly.\nAll floors :\n(c) Three coats (on new works only). \n | BI01010001010000000000000515BI0100001174 | 68.9 | m2 |
| 63 | 59 | Colour washing with any shade with Stainers, as required including cleaning and smoothening surface thoroughly :\n(b) Two coats (on new works only).\n(i) Other than yellow, pink. \n\n | BI01010001010000000000000515BI0100001175 | 54.16 | m2 |
| 64 | 60 | 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, Valamoid/Bitumen/M-Seal etc) complete.\n(ii) 75 mm. Dia\n\n\n\n\n\n | BI01010001010000000000000515BI0100001176 | 6 | m |
| 65 | 61 | 3 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 .......... 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\nSeptic 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,PartI.Payment will be made separetly on the basis of actual height based on relevant I.S.Code.\n(ii) For 20 users\n \n | BI01010001010000000000000515BI0100001177 | 2 | Nos |
| 66 | 62 | Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry\nbrick 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 ........ of well including shoring, dewatering and removing the exess earth from\nthe premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia. (SAIL/TATA/RINL) Each 16577 15272 13904 13828 16328 16137 16130 14522 15484 15480 15381 19073 15466 15511 15574\n(Other than SAIL/TATA/RINL)\n \n | BI01010001010000000000000515BI0100001178 | 2 | Nos |
| 67 | 63 | Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling,15 mm thick (1:4) cement plaster to inside walls and out-side\nwalls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone\nchips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and\nremoving spoils after work complete in all respect with all costs of labour and materials. | BI01010001010000000000000515BI0100001179 | 2 | Nos |
| 68 | 64 | Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).\n(vii) 25 mm dia \n | BI01010001010000000000000515BI0100001180 | 2 | Nos |
| 69 | 65 | Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).\n(vii) 32 mm dia \n | BI01010001010000000000000515BI0100001181 | 2 | Nos |
| 70 | 66 | Supplying, fitting and fixing bib cock or stop cock.\n(ii) Polythene Bib Cock / Stop Cock with plastic inlet (EMCO / ATLAS or\nequivalent)\n 15 mm \n\n | BI01010001010000000000000515BI0100001182 | 12 | Nos |
| 71 | 67 | Supplying, fitting and fixing alloy iron with brass spindle bib cock/ stop cock of approved brand and make, spray painted and tested to 21 kg per sq. cm.\n(i) 15 mm \n\n | BI01010001010000000000000515BI0100001183 | 4 | Nos |
| 72 | 68 | Supplying, fitting and fixing alloy iron with brass spindle bib cock/ stop cock of approved brand and make, spray painted and tested to 21 kg per sq. cm.\n(i) 20 mm \n\n | BI01010001010000000000000515BI0100001184 | 4 | Nos |
| 73 | 69 | Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately)\n(a) For Exposed Work PVC Pipes (Dia)\n15 mm\n\n\n | BI01010001010000000000000515BI0100001185 | 16 | m |
| 74 | 70 | (a) For Exposed Work PVC Pipes (Dia)\n20 mm\n\n\n | BI01010001010000000000000515BI0100001186 | 12 | m |
| 75 | 71 | (a) For Exposed Work PVC Pipes (Dia)\n25 mm\n\n\n | BI01010001010000000000000515BI0100001187 | 6 | m |
| 76 | 72 | Supplying, fitting and fixing PVC pipes for underground work of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted 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 complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.)\n PVC Pipes (Dia)\n32 mm \n\n\n | BI01010001010000000000000515BI0100001188 | 10 | m |
| 77 | 73 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer\n(b) 1000 litre capacity\n\n\n | BI01010001010000000000000515BI0100001189 | 2 | Nos |
| 78 | 74 | Supplying, fitting and fixing with cement jointing (3:1) salt glazed stoneware pipe including excavation of earth upto 1.50 metre depth in all\nsorts of soil both mixed or unmixed and refilling (but excluding concreting at bottom and sides).\n(iv) 100 mm \n\n\n\n | BI01010001010000000000000515BI0100001190 | 6 | m |
| 79 | 75 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992\n(ii) Double Socketed 3 Meter Length\n(b) 110 mm \n\n\n\n\n\n | BI01010001010000000000000515BI0100001191 | 4 | m |
| 80 | 76 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992\nxi) Door Bend (T.S.)\n(b) 110 mm\n\n\n\n\n\n | BI01010001010000000000000515BI0100001192 | 2 | Nos |
| 81 | 77 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992\nxxi) 110 X 110 P Trap\n75 mm \n\n\n\n\n\n | BI01010001010000000000000515BI0100001193 | 2 | Nos |
| 82 | 78 | Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary\nspecials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineerin-charge. (Payment will be made on centre line measurement of the total pipeline including specials. \n(B) Under ground\n(ii) 110 mm dia. \n\n\n\n\n\n | BI01010001010000000000000515BI0100001194 | 4 | m |
| 83 | 79 | Supplying, fitting and fixing Shallow water closet Indian pattern (I.P.W.C.) of approved make in white vitreous chinaware in position (excluding cost of concrete for fixing).\n(ii) 510 mm long\n\n\n\n\n\n\n | BI01010001010000000000000515BI0100001195 | 2 | Nos |
| 84 | 80 | Supplying, fitting and fixing Flat back urinal (half stall urinal) in white vitreous chinaware of approved make in position with brass screws on 75 mm X 75 mm X 75 mm wooden blocks complete\n(ii) 470 mm X 280 mm X 340 mm\n\n\n\n\n\n\n | BI01010001010000000000000515BI0100001196 | 4 | Nos |
| 85 | 81 | Supplying, fitting and fixing Half round channel with or without outlet as required set in cement concrete (6:3:1) with jhama chips complete. (Payment of concrete will be paid seperately).\n(i) 600 mm X 100 mm\n(a) Salt glazed stone ware\n\n\n\n\n\n\n\n | BI01010001010000000000000515BI0100001197 | 3.6 | m |
| 86 | 82 | Supplying, fitting and fixing Foot rest for water closet of size 275 mm X 125 mm with\n(b) Porcelain of approved make. \n\n\n\n\n\n\n\n\n | BI01010001010000000000000515BI0100001198 | 2 | Pair |
| 87 | 83 | Supplying, fitting fixing and installation of sub-marchable pump complete as per instruction of authority. | BI01010001010000000000000515BI0100001199 | 2 | Nos |
| 88 | 84 | Construction of sok pit with brick work in cement morter ....... All complete as per instruction of authority. | BI01010001010000000000000515BI0100001200 | 2 | Nos |
| 89 | 85 | Supplying fitting fixing of marble slab for partition ............... All complete as per instruction of authority. | BI01010001010000000000000515BI0100001201 | 2 | Nos |
| 90 | 86 | Cost of electrification for ACR | BI01010001010000000000000515BI0100001202 | 2 | Nos |
| 91 | 87 | Add 12% GST | BI01010001010000000000000515BI0100001203 | 1 | Nos |
| 92 | 88 | Add 1% Labour Cess | BI01010001010000000000000515BI0100001204 | 1 | Nos |
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