Tourism-Beypore And Beyond Beypore -Development And Rennovation Of Beypore Tourism Project
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Bid Submission
16 Nov 2020
0 days left
EMD
1 Lakhs
Bank guarantee accepted
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7500
Non-refundable
Tender Type
Online
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Competition Type
NCB
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Tender
Location / State
Beypore → Kerala
EMD Exemption
Not Available
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Not Available
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Address
Project Description
Tourism-Beypore And Beyond Beypore -Development And Rennovation Of Beypore Tourism Project
BOQ
| Work Name : TOURISM-BEYPORE AND BEYOND BEYPORE - DEVELOPMENT AND RENNOVATION OF BEYPORE TOURISM PROJECT | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Appendix A-Demolishing of existing structures | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 16.83 : Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001114 | 10187 | sqm |
| 3 | 1.02 | 15.19 : Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge. | BI01010001010000000000000515BI0100001115 | 4800 | kg |
| 4 | 1.03 | 15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | BI01010001010000000000000515BI0100001116 | 173.399 | cum |
| 5 | 1.04 | 15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | BI01010001010000000000000515BI0100001117 | 21.461 | cum |
| 6 | 1.05 | 15.23.1 : Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm | BI01010001010000000000000515BI0100001118 | 315.551 | sqm |
| 7 | 1.06 | 15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix) | BI01010001010000000000000515BI0100001119 | 12.875 | cum |
| 8 | 1.07 | 15.7.4 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | BI01010001010000000000000515BI0100001120 | 53.224 | cum |
| 9 | 2 | Appendix B-Construction of cantilever retaining wall & planter box | BI01010001010000000000000515BI0100001121 | ||
| 10 | 2.01 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001122 | 252.141 | cum |
| 11 | 2.02 | od1168/2020_2021 : DR PACKING Under foundation - Dry stone packing under foundation with departmental rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | BI01010001010000000000000515BI0100001123 | 12.876 | cum |
| 12 | 2.03 | 60.7.2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | BI01010001010000000000000515BI0100001124 | 35.419 | cum |
| 13 | 2.04 | 7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001125 | 211.005 | cum |
| 14 | 2.05 | 5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001126 | 41.806 | cum |
| 15 | 2.06 | 4.1.6 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001127 | 11.7 | cum |
| 16 | 2.07 | 60.2.3 : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | BI01010001010000000000000515BI0100001128 | 80 | hour |
| 17 | 2.08 | 5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | BI01010001010000000000000515BI0100001129 | 53.469 | cum |
| 18 | 2.09 | 5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001130 | 45.779 | cum |
| 19 | 2.1 | 5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001131 | 47.249 | cum |
| 20 | 2.11 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | BI01010001010000000000000515BI0100001132 | 27.8 | sqm |
| 21 | 2.12 | 5.9.20 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | BI01010001010000000000000515BI0100001133 | 54.27 | sqm |
| 22 | 2.13 | 4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | BI01010001010000000000000515BI0100001134 | 702.069 | sqm |
| 23 | 2.14 | 5.9.4 : Centering and shuttering including strutting, etc. and removal of form for:Shelves (Cast in situ) | BI01010001010000000000000515BI0100001135 | 194.807 | sqm |
| 24 | 2.15 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001136 | 6047.98 | kilogram |
| 25 | 2.16 | 5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001137 | 25861.2 | kg |
| 26 | 2.17 | od8043/2019_2020 : Loading, conveying and filling departmentally supplied beach sand from places of&lt;br&gt;suitable locations, spreading in layers in the area with leads upto 25km and lifts upto 1.50m including all cost,&lt;br&gt;conveyance, labour, machinery, site leveling, in proper profile as per the direction of departmental officers at&lt;br&gt;site excluding cost of beach sand (Beach sand issued from Puthiyappa Fishing Harbour at free of cost) | BI01010001010000000000000515BI0100001138 | 2862.57 | cum |
| 27 | 2.18 | 65.7 : Hydraulic excavator | BI01010001010000000000000515BI0100001139 | 20 | Day |
| 28 | 2.19 | 60.6 : PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | BI01010001010000000000000515BI0100001140 | 5 | metre |
| 29 | 2.2 | 5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide | BI01010001010000000000000515BI0100001141 | 44.034 | metre |
| 30 | 2.21 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001142 | 51.4 | sqm |
| 31 | 2.22 | 8.2.2.2 : Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm | BI01010001010000000000000515BI0100001143 | 431.06 | sqm |
| 32 | 2.23 | 8.3.2 : Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer -in-Charge.Granite work | BI01010001010000000000000515BI0100001144 | 331.585 | metre |
| 33 | 3 | Appendix C-Mural wall and drain construction | BI01010001010000000000000515BI0100001145 | ||
| 34 | 3.01 | 65.14 : Rehandling charge of 10 to 200kg stones - Rate for rehandling 300T | BI01010001010000000000000515BI0100001146 | 393.525 | tonne |
| 35 | 3.02 | 4.1.6 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001147 | 22.25 | cum |
| 36 | 3.03 | 7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001148 | 39.893 | cum |
| 37 | 3.04 | 5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | BI01010001010000000000000515BI0100001149 | 79.348 | cum |
| 38 | 3.05 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001150 | 336.002 | sqm |
| 39 | 3.06 | 5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide | BI01010001010000000000000515BI0100001151 | 84 | metre |
| 40 | 3.07 | 5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001152 | 14.302 | cum |
| 41 | 3.08 | 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001153 | 198.9 | sqm |
| 42 | 3.09 | 5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001154 | 9.45 | cum |
| 43 | 3.1 | 5.9.21 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proofply 12 mm thick. | BI01010001010000000000000515BI0100001155 | 73.5 | sqm |
| 44 | 3.11 | 5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001156 | 8320.68 | kg |
| 45 | 3.12 | 50.6.7.2 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | BI01010001010000000000000515BI0100001157 | 80.77 | cum |
| 46 | 3.13 | 13.7.2 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001158 | 1338.2 | sqm |
| 47 | 3.14 | 13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | BI01010001010000000000000515BI0100001159 | 1233.2 | sqm |
| 48 | 4 | Appendix E-Development of ground for pavement and construction of road | BI01010001010000000000000515BI0100001160 | ||
| 49 | 4.01 | 3.2 : Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | BI01010001010000000000000515BI0100001161 | 936 | sqm |
| 50 | 4.02 | 4.9 : Wet Mix Macadam\t<br>\t\t\nProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.\t\t<br>\t\nBy Mechanical Means with 1 km lead | BI01010001010000000000000515BI0100001162 | 659.051 | cum |
| 51 | 4.03 | od6666/2020_2021 : Interlocking Concrete Block Pavement&lt;br&gt;&lt;br&gt;Providing and Laying of departmentally supplied Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | BI01010001010000000000000515BI0100001163 | 544 | sqm |
| 52 | 4.04 | 11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20 | BI01010001010000000000000515BI0100001164 | 6.4 | cum |
| 53 | 4.05 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001165 | 0.384 | tonne |
| 54 | 5 | Appendix F-Laterite pavement , Road development & benches | BI01010001010000000000000515BI0100001166 | ||
| 55 | 5.01 | od1260/2020_2021 : Supplying and laying finely dressed laterate stone of size 35x20x20 cm or nearest size for pavement laid over a course of wmm already laid, joint width not more than 5mm,filling the joints with suitable natural joint filler, including all cost of materials, conveyance , labour charges etc. complete | BI01010001010000000000000515BI0100001167 | 979.098 | cum |
| 56 | 5.02 | 4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001168 | 19.042 | cum |
| 57 | 5.03 | 11.26.1 : Kota stone slab flooring over 20 mm ( average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand)25 mm thick | BI01010001010000000000000515BI0100001169 | 150.7 | sqm |
| 58 | 5.04 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001170 | 5.4 | cum |
| 59 | 5.05 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | BI01010001010000000000000515BI0100001171 | 2.7 | cum |
| 60 | 5.06 | 6.3.1 : Brick work with common burnt clay machine moulded perforated bricks of classdesignation 12.5 conforming to IS: 2222 in superstructure above plinth level up tofloor five level in cement mortar 1:6 (1 cement : 6 coarse sand):With F.P.S. ( non modular ) bricks | BI01010001010000000000000515BI0100001172 | 9.936 | cum |
| 61 | 5.07 | 13.31.1 : Pointing on brick work or brick flooring with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled /Struck or weathered pointing | BI01010001010000000000000515BI0100001173 | 119.52 | sqm |
| 62 | 5.08 | 5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | BI01010001010000000000000515BI0100001174 | 7.2 | cum |
| 63 | 5.09 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001175 | 86.641 | sqm |
| 64 | 5.1 | 5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001176 | 432 | kg |
| 65 | 5.11 | 13.9.1 : Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster | BI01010001010000000000000515BI0100001177 | 86.641 | sqm |
| 66 | 5.12 | 13.48.1 : Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm | BI01010001010000000000000515BI0100001178 | 86.641 | sqm |
| 67 | 5.13 | 13.67.1 : Varnishing with varnish of approved brand and manufacture :Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish | BI01010001010000000000000515BI0100001179 | 89.64 | sqm |
| 68 | 5.14 | 8.2.2.2 : Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm | BI01010001010000000000000515BI0100001180 | 72 | sqm |
| 69 | 5.15 | 8.3.2 : Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer -in-Charge.Granite work | BI01010001010000000000000515BI0100001181 | 312 | metre |
| 70 | 5.16 | 16.92 : Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10 mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge | BI01010001010000000000000515BI0100001182 | 862.325 | sqm |
| 71 | 6 | Elevated Evolution Shelter | BI01010001010000000000000515BI0100001183 | ||
| 72 | 6.01 | 2.16.2 : Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m | BI01010001010000000000000515BI0100001184 | 1541.9 | sqm |
| 73 | 6.02 | 60.7.2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | BI01010001010000000000000515BI0100001185 | 133.92 | cum |
| 74 | 6.03 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | BI01010001010000000000000515BI0100001186 | 108.84 | cum |
| 75 | 6.04 | 7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001187 | 124.221 | cum |
| 76 | 6.05 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | BI01010001010000000000000515BI0100001188 | 58.6 | sqm |
| 77 | 6.06 | 5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | BI01010001010000000000000515BI0100001189 | 187.011 | cum |
| 78 | 6.07 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001190 | 158.76 | sqm |
| 79 | 6.08 | 5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001191 | 71.109 | cum |
| 80 | 6.09 | 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001192 | 594.177 | sqm |
| 81 | 6.1 | 5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | BI01010001010000000000000515BI0100001193 | 614 | sqm |
| 82 | 6.11 | 5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001194 | 328.378 | cum |
| 83 | 6.12 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001195 | 868.373 | sqm |
| 84 | 6.13 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001196 | 1520 | sqm |
| 85 | 6.14 | 5.9.7 : Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) | BI01010001010000000000000515BI0100001197 | 840 | sqm |
| 86 | 6.15 | 5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide | BI01010001010000000000000515BI0100001198 | 520.852 | metre |
| 87 | 6.16 | 5.4 : Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001199 | 72 | cum |
| 88 | 6.17 | 5.9.18 : Centering and shuttering including strutting, etc. and removal of form for:Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like | BI01010001010000000000000515BI0100001200 | 440 | sqm |
| 89 | 6.18 | 50.6.7.2 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | BI01010001010000000000000515BI0100001201 | 145.424 | cum |
| 90 | 6.19 | 5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001202 | 55481.4 | kg |
| 91 | 6.2 | 13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001203 | 1855.15 | sqm |
| 92 | 6.21 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001204 | 1278.08 | sqm |
| 93 | 6.22 | 13.2.1 : 15 mm cement plaster on the rough side of single or half brick wall of mix:1:4 (1 cement :4 fine sand) | BI01010001010000000000000515BI0100001205 | 180 | sqm |
| 94 | 6.23 | 11.41.2 : Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm. | BI01010001010000000000000515BI0100001206 | 535 | sqm |
| 95 | 6.24 | 11.37 : Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete. | BI01010001010000000000000515BI0100001207 | 20 | sqm |
| 96 | 6.25 | 11.36 : Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | BI01010001010000000000000515BI0100001208 | 100 | sqm |
| 97 | 6.26 | 13.47.1 : Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) | BI01010001010000000000000515BI0100001209 | 3335 | sqm |
| 98 | 6.27 | 50.9.1.1 : Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood | BI01010001010000000000000515BI0100001210 | 0.304 | cum |
| 99 | 6.28 | 9.6.2 : Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS: 14616 and TADS 15:2001 (Part B), including ISI marked M.S.pressed butt hinges bright finished of required size with necessery screws, all complete as per directions of Engineer-in-Charge and panelling with panels of:12 mm thick pre- laminated particle board (decorative lamination on both sides) grade -1, medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT - I, conforming to IS : 3087, bonded with BWP type synthetic resin adhesive as per IS : 848 and prelaminated conforming to IS : 12823, Grade I, Type - II marked : | BI01010001010000000000000515BI0100001211 | 15.893 | sqm |
| 100 | 6.29 | 50.9.3.1 : Providing and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction 0f Engineer in- charge. using Anjili/ Jack wood | BI01010001010000000000000515BI0100001212 | 1.12 | sqm |
| 101 | 6.3 | 9.53 : Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001213 | 53 | each |
| 102 | 6.31 | 9.63.1 : Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete:250x10 mm | BI01010001010000000000000515BI0100001214 | 27 | no |
| 103 | 6.32 | 50.9.15.1 : Supplying and fixing 200 mm Aluminium aldrop | BI01010001010000000000000515BI0100001215 | 9 | no |
| 104 | 6.33 | 50.9.15.4 : Providing and fixing iron hooks and eyes: 150 mm | BI01010001010000000000000515BI0100001216 | 8 | no |
| 105 | 6.34 | 13.85.1 : Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.With ready mixed pink or grey primer on wood work (hard and soft wood ) having VOC content less than 50 grams/ litre | BI01010001010000000000000515BI0100001217 | 43 | sqm |
| 106 | 6.35 | 13.84.2 : Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.Two coats | BI01010001010000000000000515BI0100001218 | 43 | sqm |
| 107 | 6.36 | 50.9.5.1 : Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S pressed butt hinges bright finished of required size with necessary screws. Using Anjili wood/ jack wood 35 mm thick shutters. | BI01010001010000000000000515BI0100001219 | 1.088 | sqm |
| 108 | 6.37 | 9.66.1 : Providing and fixing ISI marked oxidised M.S. handles conforming to IS : 4992 with necessary screws etc. complete:125 mm | BI01010001010000000000000515BI0100001220 | 5 | no |
| 109 | 6.38 | 9.66.2 : Providing and fixing ISI marked oxidised M.S. handles conforming to IS : 4992 with necessary screws etc. complete:100 mm | BI01010001010000000000000515BI0100001221 | 4 | no |
| 110 | 6.39 | 9.119 : Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door fame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer-in Charge. | BI01010001010000000000000515BI0100001222 | 104.8 | metre |
| 111 | 6.4 | 9.120.1 : Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and sized of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of whicj 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5mm thick, 95 mm wide PVC sheet out of which75 mm shall be tapered in 45 degree on th inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mmx2) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5 mm thick 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 ) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer -in-charge, manufacture's specification & drawing.30 mm thick plain PVC door shutters | BI01010001010000000000000515BI0100001223 | 15.308 | sqm |
| 112 | 6.41 | 13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001224 | 1045.2 | sqm |
| 113 | 6.42 | 25.3 : Providing, assembling and supplying vision glass panels (IGUs) comprising ofhermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel unitsof size and shape as required and specified, comprising of an outer heatstrengthened float glass 6mm thick, of approved colour and shade with reflectivesoft coating on surface # 2 of approved colour and shade, an inner Heat strengthnedclear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primaryseal and secondary seal (structural silicone sealant) etc. all complete for the requiredperformances, as per the Architectural drawings, as per the approved shopdrawings, as specified and as directed by the Engineer-in-Charge. The IGUs shallbe assembled in the factory/ workshop of the glass processor. (Payment for fixingof IGU Panels in the curtain glazing is included in cost of item No.26.2) For payment,only the actual area of glass on face # 1 of the glass panels (excluding the areas ofthe grooves and weather silicone sealant) provided and fixed in position, shall bemeasured in sqm.(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating onface # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved makehaving properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflectioninternal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performanceglass shall be decided by technical sanctioning authority as per the site requirement | BI01010001010000000000000515BI0100001225 | 90 | sqm |
| 114 | 6.43 | 17.1.1 : Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litter low level white P.V.C.flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever require:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | BI01010001010000000000000515BI0100001226 | 2 | each |
| 115 | 6.44 | 17.2.1 : Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:W.C. pan with ISI marked white solid plastic seat and lid | BI01010001010000000000000515BI0100001227 | 7 | each |
| 116 | 6.45 | 17.7.1 : Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | BI01010001010000000000000515BI0100001228 | 12 | each |
| 117 | 6.46 | 17.23 : Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | BI01010001010000000000000515BI0100001229 | 6 | each |
| 118 | 6.47 | 50.18.9.9.1 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2 | BI01010001010000000000000515BI0100001230 | 500 | metre |
| 119 | 6.48 | 50.18.9.19.1 : Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall | BI01010001010000000000000515BI0100001231 | 350 | metre |
| 120 | 6.49 | 50.18.9.22.1 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia Elbow | BI01010001010000000000000515BI0100001232 | 10 | no |
| 121 | 6.5 | 50.18.9.22.2 : Providing and fixing PVC moulded fittings / accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia 45 degree Elbow | BI01010001010000000000000515BI0100001233 | 5 | no |
| 122 | 6.51 | 50.18.9.22.9 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia offset | BI01010001010000000000000515BI0100001234 | 5 | no |
| 123 | 6.52 | 50.18.9.22.10 : Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia End Cap | BI01010001010000000000000515BI0100001235 | 9 | no |
| 124 | 6.53 | 50.18.9.22.11 : Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes,including jointing with PVC solvent cement - 110 mm dia Socket/ coupling | BI01010001010000000000000515BI0100001236 | 10 | no |
| 125 | 6.54 | 50.18.9.22.8 : Providing and fixing PVC moulded fittings /accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia Vent cowl | BI01010001010000000000000515BI0100001237 | 9 | no |
| 126 | 6.55 | 50.18.9.22.3 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement-110 mm dia Door Elbow | BI01010001010000000000000515BI0100001238 | 5 | no |
| 127 | 6.56 | 50.18.9.22.6 : Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110x110x110 mm dia Door tee | BI01010001010000000000000515BI0100001239 | 5 | no |
| 128 | 6.57 | 50.18.9.22.4 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 110 mm dia Bend | BI01010001010000000000000515BI0100001240 | 10 | no |
| 129 | 6.58 | 50.18.8.2.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 20 mm pipe 10 Kgf/ cm2 | BI01010001010000000000000515BI0100001241 | 50 | metre |
| 130 | 6.59 | 50.18.9.20.1 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Elbow | BI01010001010000000000000515BI0100001242 | 20 | no |
| 131 | 6.6 | 50.18.9.20.4 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Bend | BI01010001010000000000000515BI0100001243 | 10 | no |
| 132 | 6.61 | 50.18.9.21.3 : Providing and fixing PVC moulded fittings / accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75 mm dia Door Elbow | BI01010001010000000000000515BI0100001244 | 5 | no |
| 133 | 6.62 | 50.18.9.21.4 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Bend | BI01010001010000000000000515BI0100001245 | 10 | no |
| 134 | 6.63 | 50.18.9.21.5 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75x75x75 mm dia Tee | BI01010001010000000000000515BI0100001246 | 5 | no |
| 135 | 6.64 | 50.18.9.21.6 : Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75x75x75 mm dia Door Tee | BI01010001010000000000000515BI0100001247 | 10 | no |
| 136 | 6.65 | 50.18.9.21.7 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Vent cowl | BI01010001010000000000000515BI0100001248 | 9 | no |
| 137 | 6.66 | 50.18.7.3.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 10Kgf/ cm2- Internal work- Exposed on wall | BI01010001010000000000000515BI0100001249 | 450 | metre |
| 138 | 6.67 | 50.18.8.3.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 25 mm pipe 10kgf /cm2 | BI01010001010000000000000515BI0100001250 | 100 | metre |
| 139 | 6.68 | 50.18.9.3.2 : Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2 | BI01010001010000000000000515BI0100001251 | 50 | metre |
| 140 | 6.69 | 50.18.7.4.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10Kgf/cm2- Internal work - Exposed on wall | BI01010001010000000000000515BI0100001252 | 250 | metre |
| 141 | 6.7 | 50.18.9.4.1 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.32 mm dia 10.Kgf/cm2 | BI01010001010000000000000515BI0100001253 | 50 | metre |
| 142 | 6.71 | 50.18.9.14.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10 Kgf/cm2 - External work- Exposed on wall | BI01010001010000000000000515BI0100001254 | 50 | metre |
| 143 | 6.72 | 50.18.7.5.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 40 mm dia 6Kgf/cm2 - Internal work - Exposed on wall | BI01010001010000000000000515BI0100001255 | 250 | metre |
| 144 | 6.73 | 50.18.9.7.1 : Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2 | BI01010001010000000000000515BI0100001256 | 200 | metre |
| 145 | 6.74 | 50.18.9.17.1 : Providing and fixing PVC pipes including fixing the pipe with clamps/ clip at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 63 mm dia 6 Kgf/cm2 - External work - Exposed on wall | BI01010001010000000000000515BI0100001257 | 75 | metre |
| 146 | 6.75 | 50.18.9.8.1 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 6 Kgf/ cm2 | BI01010001010000000000000515BI0100001258 | 50 | metre |
| 147 | 6.76 | 50.18.9.18.1 : Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 6Kgf/cm2 - External work- Exposed on wall | BI01010001010000000000000515BI0100001259 | 250 | metre |
| 148 | 6.77 | 18.58.1.1 : Providing and fixing PTMT grating of approved quality and colour.Circular type100 mm nominal dia | BI01010001010000000000000515BI0100001260 | 15 | each |
| 149 | 6.78 | 18.17.2 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore | BI01010001010000000000000515BI0100001261 | 2 | each |
| 150 | 6.79 | 18.18.2 : Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete:20 mm nominal bore | BI01010001010000000000000515BI0100001262 | 4 | each |
| 151 | 6.8 | 18.17.5 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore | BI01010001010000000000000515BI0100001263 | 2 | each |
| 152 | 6.81 | 18.17.3 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore | BI01010001010000000000000515BI0100001264 | 2 | each |
| 153 | 6.82 | 18.12.2 : Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work20 mm dia nominal bore | BI01010001010000000000000515BI0100001265 | 50 | metre |
| 154 | 6.83 | 50.17.1.4 : Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge. | BI01010001010000000000000515BI0100001266 | 9 | no |
| 155 | 6.84 | 50.17.1.2 : Supplying and fixing CP Towel rod 45cm or nearest available length including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge. | BI01010001010000000000000515BI0100001267 | 9 | no |
| 156 | 6.85 | 18.65 : Providing and fixing PTMT Soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fittings arrangements, weighing not less than 106 gms. | BI01010001010000000000000515BI0100001268 | 9 | each |
| 157 | 6.86 | 18.51.1 : Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore | BI01010001010000000000000515BI0100001269 | 12 | each |
| 158 | 6.87 | 18.48 : Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, 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. | BI01010001010000000000000515BI0100001270 | 10000 | Litre |
| 159 | 6.88 | 51.19.ST4 : Supplying and installing ready made PVC Septic tank including the cost of carriage, trenching, placing at the level below ground level as specified as per the direction of engineer in charge (Provision for CC/RCC/Sand/06mm aggregate for the preparation of bed shall be paid separately)<br>\n4. 35 to 50 flush capacity | BI01010001010000000000000515BI0100001271 | 2 | each |
| 160 | 6.89 | 18.33.1 : Constructing masonry chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement:4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:With common burnt clay F.P.S (non modular) bricks of class designation 7.5 | BI01010001010000000000000515BI0100001272 | 4 | each |
| 161 | 6.9 | 19.30.3.1 : Constructing brick masonry chamber for underground C.I. inpection chamber and bends with bricks in cement mortar 1:4 ( 1 cement: 4 coarse sand) C.I.cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23kg and weight of frame 15 kg), R.C.C top slab with 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimensions 600x850 mm and 45 cm deep for pipe line with three or more inlets:With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | BI01010001010000000000000515BI0100001273 | 4 | each |
| 162 | 6.91 | 17.32.2 : Providing and fixing mirror of superior glass ( of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 453x357 mm | BI01010001010000000000000515BI0100001274 | 9 | each |
| 163 | 6.92 | 19.32.1 : Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | BI01010001010000000000000515BI0100001275 | 2 | each |
| 164 | 6.93 | 50.6.3.1 : Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth for 10 cm thick wall in CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete | BI01010001010000000000000515BI0100001276 | 10 | cum |
| 165 | 7 | EXCAVATION FOR BUILDING | BI01010001010000000000000515BI0100001277 | ||
| 166 | 7.01 | 11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil(i)Upto 3 m depth | BI01010001010000000000000515BI0100001278 | 986.432 | cum |
AI Tender Summary
Tender Timeline
Nov 05, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedNov 16, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 18, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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