Tender For Construction/Repair Work In Record Room/Nazarat Department, 1 Irem rate for construction work(a)Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches. (where machine can not move ) 2 Extra rate for quantities of earth work executed under :(i) Water and liquied mud 3 (ii) In or under foul condition 4 As in item no. 251(a) above but with machnical means for road work.(a) As in item 251 (a) above but excavationin soil mixed with Moorum, shingle, kankar requiring the use of special tools and plant such as pickaxes, sabbals etc. (where machine can not move ) 5 (a) Earth work in cutting or in embankment in ordinary soil excavation to be in theform of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remmingand dressing the surface to required levels and slopes and also including 1.50 M. liftand 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineerincharge.(Royality removed by Govt. ) for small works/ Abadi area. (where machine can not move ) 6 (a)Add to items (251-253) for every additional 30 M. (100 ft.) lead or part of30 M (100 ft.) or for every additional1.50 M. (5 ft.) lift or part of 1.50 M. (5 ft.) 7 (a) Sand filling in plinth and under floor including supply ofnecessary quantity of sand from a distance not exceeding 8 Kms. fromthe site of work and including watering, dressing etc. labour and T&P etc. required forproper complition of the work.saplings of girth upto 30 cms. measured at a height of 1 M. above ground leveland removal of rubbish upto a distance of 50 M. out side the periphery of areacleared. including cost of sand. 8 Concrete with 4 cm. guage brick ballast, white lime and surkhi in foundation and under floors in the proportion of 100:16:32 including supply of all materials, labour Tools & plants etc. required for proper completion of the work. 9 Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 10 As in item 273 above but in proportion 10:5:1 11 As in item 273 above but in proportion 8:4:1 12 (a) Same as above item no. 279 but with 2 cm. gauge stone grit instead of 4 cm.gauge 13 (b) Same as item no. 279 (a) but in proportion of 1:3:6 14 As in item 279 above but in proportions of 8:4:1stone Ballast, Coarse sand and cement. 15 Cast Cement concrete door sills, chaukhats, boundary posts shelves and similar small work with cement, approvedcoarse sand and 2 cm gauge stone grit in proportions of 1:2:4 excluding its fixing and binding the same with 24 B.W. G.G.I., binding wire, moulds, all materials labour, Tools & Plants etc. required for proper completion of the work. The rateexcludes making of drip course which shall be paid extra. 16 R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:2;4 inlintels of door & windows excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, Tools & plants etc. required for proper completion of the work includingcost of binding wire. The rate excludes making of drip course which shall be paid extra. 17 As in item 283 above but for slabs. 18 (a) As in item 284 above but for slabs in 1:1.5:3. 19 As in item 283 above but in lighter beam having spans upto 6 M. 20 286As in item 283 above but in heavier beam having spans above 6 M. 21 As in item 283 above but in R.C.C. Raft foundation and footing with 4 cm. gauge stone ballast. 22 As in item 283 above but in R.C.C. Raft foundation and footing with 4 cm. gauge stone ballast. But with CC3:1½:1 23 As in item 283 above but in R.C.C. T-beamand R.C.C. column. 24 As in item 283 above but in R.C.C. in 1:1½:3(Column and T-Beam) 25 Same as item no. 302 (B) above but in 1:6 (One cement & six fine sand of 1.25 F.M.) mortar. 26 Same as item no. 302 (B) but in 1:5 (One cement & five fine sand of 1.25 F.M.) mortar 27 Same as item no. 302 (B) but in 1:4 (One cement & four fine sand of 1.25 F.M.) mortar. 28 (a) Same as item no. 302 (B) but in 1:4 (One cement & four Corse sand) mortar. 29 Same as item no. 302 (B) but in 1:3 (One cement & three fine sand of 1.25 F.M.) mortar. 30 Same as item no. 302 (B) but in 1:3 (One cement & three coarse sand) mortar. 31 As in item 302 (B) to 307 above but in superstructure including necessary Cutting & moulding of bricks as required thickness of walls not to be less than 1½ brick. Add extra labour to above items. 32 As in item 309 above but for walls of one brick thick, add for extra labour 33 As in item 309 above but for walls of Half brick thick, add for extra labour to the rate of item no. 309. 34 2 cm thick Damp Proof Course with Cement and approved coarse sand 1:2 with and including water proofing compound (1 Ltr. to 1 bag of cement of 50 Kg.) as ordered by the Engineer incharge in the proportion as specified by the manufacturer including supply of all materials, labour, Tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary. 35 As in item 360 above but 2.5 cm thick and of cement concrete consisting of 1part cement, 1½ parts approved coarse sand and 3 parts approved 10 mm. graded stone grit and including water proofing material as ordered by the Engineer incharge in the proportion as specified by the manufacturer. 36 M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. 37 Same as in item 502 above but in M.S. Grills / Stair case railing / gates / trusher / racks etc. 38 Same as in items 502 above but steel Z Section window excluding Glass panes.(i)Fixed panels 39 (ii) Openable panels 40 Same as in item 502 above but in heavy sizes such as trusses, built up gates, record racks, roof work, Gates etc. including rivetting or welding where necessary. 41 M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorised overlapping shall be measured and including cost of binding wire. 42 12 mmthick plaster with cement and fine sand of 1.25 fineness modules in 1:3 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work. 43 As in item (582) above but with cement and approved coarse sand mortar in 1:3. 44 As in item (582) above but with cement and fine sand of 1.25 fineness modules mortar in 1:4. 45 As per Item No. 584 but with 1:4 cement and Corse sand 46 As in item (582) above but with cement and fine sand of 1.25 fineness modules mortar in 1:6. 47 Add for extra labour to all item of plaster if done ceiling. 48 Add for extra labour and materials for plaster over rough face of one brick wall. 49 2 cm. thick cement plaster in dado or skirting in 1:2 consisting of one part of cement & two parts of approved coarse sand laid in panels finished with 3 mm floating coat of neat cementor cement mixed with marble dust in ratio 5:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of thework. 50 Same as above item but 1.20cm. thick instead of 2 cm thick. 51 Engraving lines in plaster of outer face wall vertically and horizontally to display the surface as stone facing as directed by the Engineer-incharge including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (add for extra labour to all items of plaster), 52 Extra for making chequers of approved patterns on cement concrete, floor, steps landing etc. 53 Supply and fixing of Kota stone in floor ing 20 mm thick and joint filled with 1:2 cement and coarse sand with approved colouring materials to be given an even shade with 12 mm base coat (bedding) of 1:2 cement & coarse sand morter and polished by hand or machine and finally finished with french manson polish or other approved polishincluding supply of all materials, labour,Tools & plants etc. required for proper completion of the work. 54 As in item no. New item (1) above but 25 mm thick. 55 Supply and fixing 10 to 12 mm thick Kota stone tiles in skirting or dado laid with 1:2 cement and approved coarse sand morter finished with in its cement colour slurry, jointing and polished of approved quality complete, including supply of all materials, labour, tools andplants etc. required for proper completion of the work. 56 Supply and fixing 6 to 8 mm thick ivory or light shades vitrefied tiles 600x600 mm size in flooring and skirting with 1:3approved cement andcoarse sand morter finished with in its cement colour slurry, jointing and polished of approved quality complete, including supply of all materials, labour, tools andplants etc. required for proper completion of the work. as per direction of Engineer - in- charge 57 Finishing wall with water proof cement paint of approved make and quality on new work with two coat to give an even shade including supply of all materials,labour, Tools & plant etc. required for proper completion of the work. 58 Same in item no. (660) but for each coat of water proof cement paint after the first two coat to give an even shade 59 Finishing wall with one coat of water proof cement paint of approved quality on previously old treated surface with this paint to give an even shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 60 Same aas item 660 but for weather coat. 61 Same aas item butover previously painted surface weather coat. 62 Providing cement primer on old/new surfaces 63 Providing wall puttyon New surface with approvel quality material of Berger/J.K./Birla or similar make 2 coats 64 Providing wall puttyon old surface with approvel quality material of Berger/J.K./Birla or similar make 2 coats 65 Dismantling sundries brick work including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 66 Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet). 67 As in item (692) above but in mud mortar. 68 Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 69 Dismantling Jack arched or wooden beam and barga roofs including beam, roof concrete andincludingstacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 70 As in item (695) above but only roof concrete. 71 Dismantling cement concrete or brick or granolithic floors including base concrete and including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 72 As in item (697) above but floor to be stone flagged or tiled floor. 73 Dismantling corrugated Iron roofs walls or partitions, including purlins, battens and vertical supports and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 74 Dismantling of girders, trusses and other steel work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 75 Dismantling doors or windows including chaukhats with hold fast and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 76 Dismantling doors or windows leaves including stacking ofmaterials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 77 Dismantling doors or windows including chaukhats butexcluding hold fast andincluding stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 78 Dismantling existing plaster including disposal of refuse as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 79 Raking out joint of brick work in cement or lime morter to a depth 1 cm. (3/8)including disposal of refuse as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 80 Scraping old white or colour wash including disposal of refuse as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 81 (A) As in item No. 752 above but 12 cm. (loose) thick coat of stone ballast. 82 (B) As in item No. 755 (a) above but excluding roller charges. 83 (D) As in item No. 755 (a) above butupto10 cm. (loose) thick coat. 84 (E)As item No. 755 (b) above but upto10cm. (loose) thick coat. but excluding roller charges. 85 Water allowance to be allowed on item No. 751 to 756 including carriage & cost of water where water is not available at site. 86 Dag belling 15cm (6)deep in one line aligned with flags and jhandies as directed by Engineer-in-charge. 87 Painting white/coloured traffic lines 8-15 cm. wide in three coats with approved road making paint (spirit base) as directed by the Engineer-incharge, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 88 Painting on divider 1 priming and two coats of enamel paintincluding supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 89 As per item above but every coat after Ist coat and on old surface 90 Brick soling with strainght over burnt bricks laid flat and dry with brick edging on both sides including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth of P.I. 5 to 7, spreading blinding coat 1 cm (3/8) depth of local earth over the entire surface and including supply of all materials, labour Tools & Plants etc. required for proper completion of the work. 91 As in item No. 762(a)above but with bricks laid on edge. 92 M-150 Brick on edge pavement on parties with bricks, laid dry joints filled with local sand including preparation of base to proper slope, and its ramming, spreading layer of 1 cm. (3/8) depth of local sand over the subgrade and including supply of all materials, labour Tools &plants etc. required for proper completion of the work. 93 Renewing patries 1.5 meterewide including dressing surface filling upto 8cm (3) depth and making namunas, at every 15 metre apart on either side of the road true to patri template with side slopes of 1:2 etc. trenches for taking the earth to be so dug that they form a continuous side drain at road boundary. 94 Brick lining on both side of the road of M-150 bricks 7 cm. wide. 11 cm. deep, laid with mud mortar including labour & supplyof bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-charge. 95 Scraping old painted surface including disposal of all scraped material to a distance of 30 meters (100 ft.) as directed by Enginer-in-charge. For small area for big area as per MORTH or MORD 96 Cleaning the existing painted /primed surface and laying premix 2cm. (3/4) thick over a tack coat with graded approved grit and bitumin (labour only) including heating the paint and grit to the required temperature and mixing either in mixer/ hand drum or by manualincluding cartage of materials, maintenance of side parties and watering them during operation for proper completion of the work as directed by the Engineer-in-charge . including labour charges for tack coat. 97 As in item No. 781 above excluding T&P and sundries etc. for departmental works. 98 As in item No. 781 above but in Patches. 99 As in item No. 781(a) but in Patches. 100 Cleaning the premix surface and laying seal coat with approved 6mm (1/4) graded grit and bitumin (labour only) including heating the paint to the required temperature and mixing either in mixer, hand drum including cartage of materials, maintenance of side parties andwatering them during operation for proper completion of the work as directed by the Engineer-in-charge including all T&P and sundries to be arranged by the contractor but exculding roller charges and fuel wood. 101 As in item No. 783 above but in Patches. 102 Providing andapplying primer coat over prepared surface of granular base with slowsetting bitumen emulsion with spray set including cleaning of W.B.M. surface spreaying primer @ 0.6 kg/sqm (excludingemulsion) all labour T & P etc. as per MORT&H Specification. (labour rate only)in patches 103 Brick soling with straight over brunt bricks laid flat and dry (labour only) including preparation of subgrade to prescribed camber, filling joints with local earth spreading a blinding coat 1 cm (3/8) depth of local earth over the entire surface and including labour T&P etc.required for proper completion of the work.. 104 As in item No. 785 above but with bricks laid on edge. 105 Laying of Hume pipe in position (labour only) including labour and T&P etc. requiredfor proper completion of the workNP-3 Type(i)350 mm dia 106 (ii)600 mm dia 107 (iii)800 mm dia 108 (iv)900 mm dia 109 (v)1000 mm dia 110 Fixing of joints in hume pipe with juit and cement etc.including cost of all matrial labour and T&P etc. requiredfor proper completion of the work,(i)350 to 600 mm dia 111 (ii)800 to 1000 mm dia 112 (a) Laying and Consolidation of stone ballastin soling. by hand rammer for Patches.(Labour rate only) including filling of pot holes including cartage of water within 200M distance and blinding etc. Complete. 113 (b)Laying and Consolidation of Brick ballast/ batsin soling. by hand rammer for Patches.(Labour rate only) including filling of pot holes including cartage of water within 200M distance and blinding etc. Complete. 114 Barricating with approved wooden ballies vertical 10cm. Dia and 2m long fixed in ground 45 cm Deep and 2m apart including 2 rows of horizontal ballies not less than 8cm Dia 45 cm apart centre to centretiedby narial rope including cartage of all material and also including hire charges of balliescomplete as direction of Engineer In charge. For two days 115 As item above but for more than 02 days. 116 As per item above but with three rows ofhorizontal ballies. 117 Dismantling of old brick laid on edge kharanja including stacking of old bricks . 118 As per item above but bricks laid flat / C.C. Interlocking tiles 119 Providing & laying of hot applied thermoplastic compound 2.5 m.m. thick including reflectorising glass beads @ 250 gms./Sq.mt. area. Thickness of2.5 mm. inclusive of surface applied glass beads as per I.R.C. 2.35. The finished surface must be level, uniform and free from steaks and holes.Supplying & laying of Empty cement bags 120 Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 (1:2:4) coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side form work (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 as per norms, applying debonding strips primer, sealant,dowel bars, near approaches to bridge/ culvert and construction, joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (Where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 including Cost of Polythene Sheet and Dowel bar and also including complete shifting of matrials & Concrete etc.(M-15) 121 Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 (1:1½:3) coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side form work (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 as per norms, applying debonding strips primer, sealant,dowel bars, near approaches to bridge/ culvert and construction, joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (Where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 including Cost of Polythene Sheet and Dowel bar and also including complete shifting of matrials & Concrete etc.(M-20) 122 Supplyof 60mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. high pressureand control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 35 MPa and 4.00 kg per nos including cost of all material labour T & P . (i. ) Grey 123 Supplyof 60mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. high pressureand control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 35 MPa and 4.00 kg per nos including cost of all material labour T & P . (ii ) Color 124 Supplyof 80mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. high pressureand control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 40 MPa and weight 4.50 kg per No. confirming to IS: 15658-2006 including cost of material, labour, T & P (i. ) Grey 125 Supplyof 80mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. high pressureand control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 40 MPa and weight 4.50 kg per No. confirming to IS: 15658-2006 including cost of material, labour, T & P (ii ) Color 126 Supplyof 100mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. high pressureand control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 50 MPa and weight 5kg per No. confirming to IS: 15658-2006 including cost of material, labour, T & P . (i. ) Grey 127 Supplyof 100mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. high pressureand control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 50 MPa and weight 5kg per No. confirming to IS: 15658-2006 including cost of material, labour, T & P .(ii ) Color 128 Supply and laying of 60mm thick Precast cement concerete I-Shape Interlocking paver blocks ISI markconfirming to IS: 15658-2006 with top layer of minimum 5 mm thicknesshaving plan dimension 200x(160+120mm) of O.P. Cement , smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 35Mpaand weight 4kg perincluding cost of material, with a blanket layer of 4.00cm. thick fine sand. includinglabour, T & Petc required for proper completion of the work as directed by Engineer-in-charge. 129 Supply & laying of 80mm thick Precast cement concerete I-Shape Interlocking paver blocks ISI markconfirming to IS: 15658-2006 with top layer of minimum 5 mm thicknesshaving plan dimension 200x(160+120mm) of O.P. Cement , smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 40Mpaand weight 4.5kg perincluding cost of material, with a blanket layer of 4.00cm. thick fine sand. includinglabour, T & Petc required for proper completion of the work as directed by Engineer-in-charge. 130 Supply & laying of 100mm thick Precast cement concerete I-Shape Interlocking paver blocks ISI markconfirming to IS: 15658-2006 with top layer of minimum 5 mm thicknesshaving plan dimension 200x(160+120mm) of O.P. Cement , smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 50Mpaand weight 5 kg perincluding cost of material, with a blanket layer of 4.00cm. thick fine sand. includinglabour, T & Petc required for proper completion of the work as directed by Engineer-in-charge. 131 Providing & supply gunny bagsincluding cost of sand and stitching of bags and laying in position. 132 P/l of 20mm primixing carpatwith all work complete 133 p/l of seal coat 134 Supplying & stacking of 22-4 -53 mm size stone ballest with all comp of work 135 Supplying & stacking ofstone dust with all comp of work 136 Laying of interlocking tiles (labour only) 137 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.a) 15 mm dia. nominal outer dia Pipes 138 b) 20 mm dia. nominal outer dia Pipes 139 c) 25 mm dia. nominal outer dia Pipes 140 d) 32 mm dia. nominal outer dia Pipes 141 e) 40 mm dia. nominal outer dia Pipes 142 Providing and fixing Chlorinated Polyvinyl Chloride(CPVC) pipes, having thermal stability for hot & coldwater supply, including all CPVC plain & brassthreaded fittings i/c fixing the pipe with clamps at1.00 m spacing. This includes jointing of pipes &fittings, with one step CPVC solvent cement and thecost of cutting chases and making good the sameincluding testing of joints complete as per direction ofEngineer-in-Charge. Concealed work, includingcutting chases and making good the wall etc.a) 15 mm dia. nominal outer dia Pipes 143 b) 20 mm dia. nominal outer dia Pipes 144 c) 25 mm dia. nominal outer dia Pipes 145 d) 32 mm dia. nominal outer dia Pipes 146 Providing and fixing Chlorinated Polyvinyl Chloride(CPVC) pipes, having thermal stability for hot & coldwater supply including all CPVC plain & brassthreaded fittings. This includes jointing of pipes &fittings with one step CPVC solvent cement, trenching,refilling & testing of joints complete as per direction ofEngineerin-Charge. External work.. a) 15 mm dia. nominal outer dia Pipes 147 b) 20 mm dia. nominal outer dia Pipes 148 c) 25 mm dia. nominal outer dia Pipes 149 d) 32 mm dia. nominal outer dia Pipes 150 e) 40 mm dia. nominal outer dia Pipes 151 f) 50 mm dia. nominal outer dia Pipes 152 g) 62.50 mm dia. nominal outer dia Pipes 153 h) 75 mm dia. nominal outer dia Pipes 154 i) 100 mm dia. nominal outer dia Pipes 155 j) 150 mm dia. nominal outer dia Pipes 156 Providing and fixing brass stop cock ISI markedapproved quality as per direction of Engineer-in-charge.a) 15 mm nominal bore 157 b) 20 mm nominal bore 158 Providing and fixing brass stop bib cockISI markedapproved quality as per direction of Engineer-in-charge. a) 15 mm nominal bore 159 b) 20 mm nominal bore 160 Providing and fixing ball valve (brass)ISI marked approved quality complete , High & low pressure with plastic floats complite as per direction of Engineer-in-charge. High or low pressure with plastic floats:a) 15 mm nominal bore 161 b) 20 mm nominal bore 162 c) 25 mm nominal bore 163 Providing and fixing C.P. brass bib cock of approved quality confirming to IS:8931a) 15 mm nominal bore 164 Providing and fixing C.P. brass long nose bib cock of approved quality confirming to ISI standards and weighing not less than 810 gms.a) 15mm nominal bore. 165 Providing and fixing C.P. brass stop cock (concealed) of approved quality confirming to ISI standardsIS 8931a) 15mm nominal bore. 166 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality confirming to IS:8931a) 15 mm nominal bore 167 Providing and placing on terrace (at all floor levels) polyethylene water storage tank lSI: 12701 marked(Sintex or equivalent) with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank complete as per direction of Engineer-in-charge. 168 Providing and fixing water closet squatting pan (Indiantype W.C. pan) with 100 mm Sand Cast Iron P or S trap,10 litre low level white P.V.C. flushing cistern, includingflush pipe, manually controlled device (handle lever)conforming to IS : 7231, with all fittings and fixturescomplete, including cutting and making good the wallsand floors wherever required:White glazed earthen ware(Indian Type)/Neycer W.C. Pan 580 mm Dia. 169 Providing and fixing white vitreous china flat back or wallcorner type lipped front urinal basin of 30x260x350 mmand 340x410x265 mm sizes respectively with automaticflushing cistern with standard flush pipe and C.P. brassspreaders with brass unions and G.I clamps complete,including painting of fittings and brackets, cutting andmaking good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automaticflushing cistern 170 Range of four urinal basins with 10 litre white P.V.C.automatic flushing cistern 171 Providing and fixing white vitreous china flat back halfstall urinal of size 580x380x350 mm with white PVCautomatic flushing cistern, with fittings, standard sizeC.P. brass flush pipe, spreaders with unions and clamps(all in C.P. brass) with waste fitting as per IS : 2556, C.I.trap with outlet grating and other couplings in C.P.brass, including painting of fittings and cutting andmaking good the walls and floors wherever required:Single half stall urinal with 5 litre PVC. automatic flushingcistern 172 Range of two half stall urinals with 5 litre PVC. automaticflushing cistern 173 Range of three half stall urinals with 10 litre PVC.automatic flushing cistern 174 Range of four half stall urinals with 10 litre PVC.automatic flushing cistern 175 Providing and fixing one piece construction white vitreouschina squatting plate with an integral longitudinalflushing pipe, white P.V.C. automatic flushing cistern,with fittings, standard size G.I. / PVC flush pipe for backand front flush with standard spreader pipes withfittings, G.I clamps and C.P. brass coupling complete,including painting of fittings and cutting and makinggood the walls and floorsetc. wherever required :Single squatting plate with 5 litre P.V.C. automaticflushing cistern 176 Range of two squatting plates with 5 litre P.V.C.automatic flushing cistern 177 Range of three squatting plates with 10 litre P.V.C.automatic flushing cistern 178 Range of four squatting plates with 10 litre P.V.C.automatic flushing cistern 179 ProvidingandfixingwashbasinwithC.I.brackets,15 mmC.P.brasspillartaps,32mmC.P.brasswasteof standard pattern, including painting of fittings and brackets,cuttingandmakinggoodthewallswherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C. P. brass pillar taps 180 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap 181 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps 182 White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap 183 White Vitreous China Angle back wash basin of size 600x480 mm with single 15 mm C.P. brass pillar tap 184 White Vitreous China Angle back wash basin of size 400x400 mm with single 15 mm C.P. brass pillar tap 185 White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P. brass pillar tap 186 Providing and Fixing while vitreous china pedestal for wash basin completely at the back for the reception of pipes and fittings. 187 ProvidingandfixingStainlessSteelAISI304(18/8) kitchensinkasperIS13983withC.I.bracketsand stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required:Kitchen sink with drain board510x1040 mm bowl depth 250 mm 188 510x1040 mm bowl depth 225 mm 189 510x1040 mm bowl depth 200 mm 190 470x420 mm bowl depth 178 mm 191 Providing and fixing water vitreous china water closer squalling pan (Indian type)Long pattern W.C. pan of size 580 mm 192 Orissa pattern W.C. pan size 580x440 mm 193 Providing and fixing water vitreous china pedestal type (Eurepean type/wash down type) water closer pan. 194 Providing and fixing 8 mm dia C.P./ S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer–in-charge 195 Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS 7231, with all fittings and fixtures complete.10 litre capacity – white 196 Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete.10 litre (full flush) capacity-white 197 Providing and fixing P.V.C. waste pipe for sink or wash basin including PVCwaste fittings complete.Semi rigid pipe 32 mm dia / 40 mm dia 198 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 199 Providing and fixing soil, waiste and vent pipes:100 mm dia Sand cast iron S&S as per IS - 3989 200 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 201 Hubless centrifugally cast (wpun) iron pipes epoxy coated inside & outside IS 15905 202 75 mm dia meter Sand cast iron S&S as per IS - 1729 203 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 204 Hubless centrifugally cast (wpun) iron pipes epoxy coated inside & outside IS 15905 205 Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand):100 mm dia 206 75 mm dia 207 50 mm dia 208 Providing and fixing vitreous china dual purpose closet suitable for use as squatting pan or European type water closet (Anglo Indian W.C. pan) with seat & lid fixed with C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with fitting and brackets, 40 mm flush bend, 20 mm over flow pipe, with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required.White vitreous china dual purpose W.C. pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend ISI Mark Kajaria eqvilent Indian made Brand. 209 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting of flushing capacity 3 litre/6 litre (adjustable to 4 litre/ 8 litre), including seat cover and cistern fittings, nuts, bolts and gasket etc complete. ISI Mark Kajaria eqvilent Indian made Brand. 210 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50kg and frame to be not less than 2.70 kg as per standard design.100x100 mm size P type with common burnt clay (non modular) bricks of class-150 211 150x100 mm size p type with common burnt clay (non modular) bricks of class-150 212 Supplying and fixing C.I. cover without frame for manholes: 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23kg 213 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg 214 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg 215 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Square shape 450 mm internal dimensions 216 Circular shape 450 mm internal diameter 217 MD – 10 Square shape 450 mm internal dimension 218 Circular shape 500 mm internal diameter 219 Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg 220 Providing and fixing toilet paper holder standrad size ISI marked C.P. brass as per direction Engineer-in-charge 221 Retro Reflective Signs (Type-IV Sheet) for both sideProviding and fixing retro-reflective signboards comprising of customised modular PU Epoxy Coated MS angle iron frame work, aluminum composite panel (ACP) as base board. micro prismatic retro-reflective sheet and electro cut colored overlay film/latex printing. The horizontal and vertical members including inclined outer members of the MS frame module shall be made of pair MS angle iron. No panel size shall be more than one sqm and each panel shall be braced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr. The aluminum composite panel (ACP) shall have a thickness of 4mm with 0.5 mm thick skin of aluminum on both sides. The ACP shall be fixed on the MS frame with pop riveting or with self taping SS screws 5mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-IV of ASTM: D 4956-09 shall be pressure fixed. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender. The rate include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. Signage on MS angle frame of (35x35x5)mm 222 Retro-reflectorised Traffic sign as per IRC 67-2012Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67:2012 made of high intensity grade sheeting vide clause 801.3, fried over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender.a) 90 cm equilateral triangle with diffinitation plate size (20 cm x 60 cm) 223 b) 60 cm equilateral triangle with diffinitation plate size (20 cm x 60 cm) 224 c) 60 cm Circular with diffinitation plate (20 cm x 60 cm) 225 d) 80 mm x 60 mm rectangular with diffinitation plate (20 cm x 50 cm) 226 e) 60 mm x 60 mm rectangular with diffinitation plate (20 cm x 50 cm) 227 f) 60 cm x 60 cm square with diffinitation plate ( 20 cm x 60 cm) 228 g) 90 cm high octagon 229 h) 50 x 60 cm single chevron 230 i) 155 x 60 cm Double chevron 231 j) 30 x 90 cm (Left/Right) Object Hazard 232 k) 45 x 90 cm two way Object Hazard 233 l) 30 x 90 cm +45 x 78 cm Guarded/unguarded Railway crossing 234 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 .The finished surface to be level, uniform and free from streaks and holes. Rates are inclusive of all taxes, royalty,etc. all T&P/machine material and labour required for proper completion of work. 235 (a) BricksM-150 236 (b) Bricks M-100 237 (c)Bricks-Straight over brunt 238 (d) Bricks- Tiles(Ist Class) 239 (e) Brick Bats M-75 240 (f) Brick Bats (O.B.) 241 Fly ash Bricks (specification/strength should not be less then BricksM-150)size 230x110x75mm 242 Fly ash Bricks Tiles (specification/strength should not be less then BricksM-150)size 230x110x38mm 243 Fly ash Concrete curve Stone (specification/strength should as per mord/morth) size 300x300x150mm (M30) 244 Ballast (M-150 or over burnt Brick Ballast)(a) 5.00cm. Gauge 245 (b) 4.00 cm. gauge 246 (c) 2.50 cm. gauge 247 Ballast (Hard Stone) Rates for Jwalapur/ Haridwar quarry. Size shall be as per U.P.P.W.D. or I.R.C. code. Rates are same for both. Stone Grading MaterialsAggregate - For 37.5 mm Maximum size - 22.4 mm to 5.6 mm 248 Aggregate - For 37.5 mm Maximum size - 45 mm to 22.5 mm 249 Aggregate - For 37.5 mm Maximum size - Below 5.6 mm 250 Aggregate - For 53 mm Maximum size - 22.5 mm to 5.6 mm 251 Aggregate - Grading I (40 mm nominal Size) 10 mm - 5 / 4.75 mm 252 Aggregate - Grading I (40 mm nominal Size) 25 mm – 10 mm 253 Aggregate - Grading I (40 mm nominal Size) 37.25 mm - 25 mm 254 Aggregate-Grading I 90 mm to 45 mm 255 Aggregate-Grading II 63 mm to 45 mm 256 Aggregate-Grading III 53 mm to 22.4 mm 257 Aggregates 22.4 mm to 2.36 mm for wet mix macadam 258 Aggregates 45 mm to 22.4 mm for wet mix macadam 259 Crushed Sand or Grit Passing 2.36 mm and retained on 180 micron 260 Crushed Stone Aggregate 26.5 mm to 75 micron 261 Crushed Stone chipping 13.2 mm nominal size 262 Crushed Stone Chipping 6.7 mm size 100% passing 11.2 mm and retained on 2.36 mm 263 Crushed Stone Chipping 6.7 mm size 100% passing 9.5 mm and retained on 2.36 mm 264 Crushed Stone chipping 9.5 mm nominal size 265 Crushed Stone Coarse Aggregate Passing 53 mm and retained on 2.8 mm 266 Fine aggregate/Crushed sand 2.36 mm to 75 micron 267 Stone Boulder of size 150 mm and below 268 Stone for Coarse Rubble Masonry 1st Sort 269 Stone for Coarse Rubble Masonry 2nd Sort 270 Stone for Random Rubble Masonry 271 Stone for Stone Set Pavement (300 mm x 200 mm x 150 mm) 272 Well Graded Material for Sub-Base - Grading I 2.36 mm below 273 Well Graded Material for Sub-Base - Grading I 53 mm to 9.5 mm 274 Well Graded Material for Sub-Base - Grading I 9.5 mm to 2.36 mm 275 Well Graded Material for Sub-Base - Grading II 2.36 mm below 276 Well Graded Material for Sub-Base - Grading II 26.5 mm to 9.5 mm 277 Well Graded Material for Sub-Base - Grading II 9.5 mm to 2.36 mm 278 Well Graded Material for Sub-Base - Grading III 2.36 mm below 279 Well Graded Material for Sub-Base - Grading III 4.75 mm to 2.36 mm 280 Well Graded Material for Sub-Base - Grading III 9.5 mm to 4.75 mm 281 Boulder with minimum size of 300 mm for Pitching at Site 282 Granular Material or hard murrum for GSB works at Site 283 Close graded Granular sub-base Material 37.5 mm to 9.5 mm 284 Close graded Granular sub-base Material 9.5 mm to 4.75 mm 285 Close graded Granular sub-base Material 4.75mm to 75 micron mm 286 Close graded Granular sub-base Material 2.36 mm 287 Coarse graded Granular sub-base Material 4.75mm to 75 micron mm 288 Coarse graded Granular sub-base Material 4.75 mm to 2.36 mm 289 Coarse graded Granular sub-base Material 9.5 mm to 4.75 mm 290 Coarse graded Granular sub-base Material 26.5 mm to 4.75 mm 291 Coarse graded Granular sub-base Material 26.5 mm to 9.5 mm 292 Coarse graded Granular sub-base Material 37.5 mm to 9.5 mm 293 Coarse graded Granular sub-base Material 53 mm to 26 .5mm 294 Stone screening material for WBM Grading-2and3 295 Miscellaneous ItemsCement Grey PPC 296 Cement Port land (ordinary) 297 Cement white viz J.K./Birla 298 Wall Putty J.k /Birla white 299 Plaster of Parish Sakarni or eqvivalent 300 Cinder 301 Distemper oil bound 302 TILES (White glazed or equivalent)(a) KOTASTONE (machine cut ) 60 x 60 cm. 303 (a) Marble White 60 x 60 cm. 304 (b) Marble White 60 x 60 cm. 305 Granite stone black or Grey Polished 306 Polythene Sheet (125 Micron) 307 Plastic waste which is cleaned is cut into a size between 2.36mm and 600 microns and of maximum size 2.36 mm length and 2.00mm width. 308 Ceremic Tiles Bell/Khjaria/Somani/ J&J as per ISI(White, Cloudy or ordinary colours(a) For Floor Size 300 x 300 309 (b) For Wall Size 200 x 300 310 (c) Vitrified Tiles size 600 x 600 311 RCC Hume pipe NP-3(S&S Type) RCC Hume Pipe 350mm dia 312 RCC Hume Pipe 450mm dia 313 RCC Hume Pipe 600mm dia 314 RCC Hume Pipe 900mm dia 315 RCC Hume Pipe 1000mm dia 316 RCC Hume Pipe 1200mm dia 317 Mason(a) Ordinary 318 (b) For floor and tile work 319 Carpenter 320 Black Smith 321 Hammer man 322 Fitter 323 Painter 324 (a) Plumber Licensed with Kit or Koshal vikash certificate 325 (b) Electrician Licensed with Kitor Koshal vikash certificate 326 Mate 327 Beldar/Mali 328 Bhishti with Mushk 329 White Washer 330 Belder for bitumen or tar work 331 Glazier 332 Bhainsa Buggi with driver 333 Tractor trolley with driver excluding P.O.L. 334 Amin/Tracer 335 Chaukidar 336 Jeep/Truck/Tractor/Roller Driver 337 Generator Operator 338 Mixol Operator 339 Pump Operator 340 Cleaner 341 Sweeper (Full Time) 342 Sweeper (Part Time) 343 Tractor with harrow or water TankerTrolly with driver and P.O.L. 344 J.C.B. Machine with driver with P.O.L. 345 Crane (20-50 Tonnee) with Driver and P.O.L. 346 Ricksaw Thela with Driver 347 Hire charges of Taxi with permit (Jeep/Car) not more then three years oldincluding Driver, maintenance etc all, but excluding fuel (Disel /Petrol)
