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noticeInvitingTenderDTO	createdTs 1708063864213 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 960000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 24-02-2024 16:00:00 tenderQueryClose 19-02-2024 11:00:00 technicalBidOpen 26-02-2024 11:00:00 publishedDate 16-02-2024 13:41:45 publishedByPost BBMP_EE_DIV_RRN publishedByUser KPE12625 - S L PAPAREDDY bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 19-02-2024 15:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson S L PAPAREDDY splitEmdRequiredYn True emdBankGuarantee 860000.00 emdCash 100000.00 bgValidityPeriod 180 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed None highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber None mobileNumber 9845988386 tenderSupplierList None
tenderSchedule	createdTs 1708063864240 version 4 createdDate None modifiedDate None tenderNumber BBMP/2023-24/BD/WORK_INDENT2466 title Package No. - 3 - RRND - (a) Construction of R.O Plant,Anganawadi Kendra,Samudaya Bhavana in Akkiyappa Garden in Ward No-17 J.P Park (1 Work), (b) Renovation for Samudayabhavana near Ambedkar Colony Ward No-69 Laggere (1 Work) & (c) Renovation and Construction of GMPS School Mallathahalli (1 Work) & Improvemnts and Development of Anganawadi Kendra Old Mallathahalli in Ward-129 Jnanabharathi (1Work) - Total (4 Works) in RR Nagar Division for the year 2023-24. description Package No. - 3 - RRND - (a) Construction of R.O Plant,Anganawadi Kendra,Samudaya Bhavana in Akkiyappa Garden in Ward No-17 J.P Park (1 Work), (b) Renovation for Samudayabhavana near Ambedkar Colony Ward No-69 Laggere (1 Work) & (c) Renovation and Construction of GMPS School Mallathahalli (1 Work) & Improvemnts and Development of Anganawadi Kendra Old Mallathahalli in Ward-129 Jnanabharathi (1Work) - Total (4 Works) in RR Nagar Division for the year 2023-24. category WORKS categoryText Works ecv 59618048.87 deptName Bruhat Bengaluru Mahanagara Palike status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 918 locationName BBMP Rajarajeshwarinagar Division provisionalAmount 75000000.0 groupOverheadTotal None fileNumber BBMP/EE/RRND/Tend/10/2023-24/003
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1708063864000 0 None None Buildings Package No. - 3 - RRND - (a) Construction of R.O Plant,Anganawadi Kendra,Samudaya Bhavana in Akkiyappa Garden in Ward No-17 J.P Park (1 Work), (b) Renovation for Samudayabhavana near Ambedkar Colony Ward No-69 Laggere (1 Work) & (c) Renovation and Construction of GMPS School Mallathahalli (1 Work) & Improvemnts and Development of Anganawadi Kendra Old Mallathahalli in Ward-129 Jnanabharathi (1Work) - Total (4 Works) in RR Nagar Division for the year 2023-24. 59618048.87 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2642695 82308 None item001 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. By Mechanical means A Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means MORTH Specofication-202 . Completed as per Engineer Incharge. Cum 438.6 438.6 43.068 False None None False None False 18889.6248 0 2642696 82308 None item002 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. Dismantling Stone Masonry By Manual means B Rubble stone masonry in cement mortar MORTH Specofication-202 Completed as per Engineer Incharge. Cum 911.6 911.6 41.99 False None None False None False 38278.084 0 2642697 82308 None item003 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. By Mechanical Means A Cement Concrete Grade M-15 & M-20 MORTH Specofication-202 Completed as per Engineer Incharge. Cum 1031.5 1031.5 18.9 False None None False None False 19495.35 0 2642698 82308 None item004 Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material to the appropriate disposal area as per direction of Engineer-in-charge. G.S. Sheet Completed as per Engineer Incharge. Sqm 360.5 360.5 192.66 False None None False None False 69453.93 0 2642699 82308 None item005 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In Ordinary/Soft rock upto 300 mm depth. Completed as per Engineer Incharge. Cum 398.2 398.2 259.901 False None None False None False 103492.5782 0 2642700 82308 None item006 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth. Completed as per Engineer Incharge. Cum 399.3 399.3 602.1525 False None None False None False 240439.49325 0 2642701 82308 None item007 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Depth exceeding 1.5 m, but not exceeding 3 m. Completed as per Engineer Incharge. Cum 467.5 467.5 425.741 False None None False None False 199033.9175 0 2642702 82308 None item008 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20percent E.C. / Lindane 20percent E.C. @ 3.19 ltr/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications.Completed as per Engineer Incharge. Sqm 129.8 129.8 1104.12 False None None False None False 143314.776 0 2642703 82308 None item009 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Completed as per Engineer Incharge. Cum 292.6 292.6 104.88 False None None False None False 30687.888 0 2642704 82308 None item010 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)Completed as per Engineer Incharge. Cum 7027.9 7027.9 70.783 False None None False None False 497455.8457 0 2642705 82308 None item011 Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge Sqm 280.5 280.5 103.041 False None None False None False 28903.0005 0 2642706 82308 None item012 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications.Completed as per Engineer Incharge. Cum 2950.2 2950.2 99.54 False None None False None False 293662.908 0 2642707 82308 None item013 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm and down size graded crushed coarse aggregates. Completed as per Engineer Incharge. Cum 6838.7 6838.7 90.3 False None None False None False 617534.61 0 2642708 82308 None item014 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates. Completed as per Engineer Incharge. Cum 7468.95 7468.95 42.53 False None None False None False 317654.4435 0 2642709 82308 None item015 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates. Completed as per Engineer Incharge. Cum 7527.16 7527.16 13.9345 False None None False None False 104887.21102 0 2642710 82308 None item016 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates. Ground Floor Column Above Plinth Beam. Completed as per Engineer Incharge. Cum 12796.4 12796.4 8.86 False None None False None False 113376.104 0 2642711 82308 None item016.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates. First Floor Column. Completed as per Engineer Incharge. Cum 12871.68 12871.68 8.11 False None None False None False 104389.3248 0 2642712 82308 None item016.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates.. Second Floor Column. Completed as per Engineer Incharge. Cum 12946.95 12946.95 22.3 False None None False None False 288716.985 0 2642713 82308 None item016.3 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates.. Third Floor Column. Completed as per Engineer Incharge. Cum 13022.22 13022.22 9.55 False None None False None False 124362.201 0 2642714 82308 None item016.4 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates.. Fourth Floor Column. Completed as per Engineer Incharge. Cum 13097.5 13097.5 1.18 False None None False None False 15455.05 0 2642715 82308 None item016.5 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates.. Ground Floor Plinth Beam, Slab, Staircase. Completed as per Engineer Incharge. Cum 11290.95 11290.95 71.69 False None None False None False 809448.2055 0 2642716 82308 None item016.6 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates.. Ground Floor Roof Beam, Lintel, Chejja. Completed as per Engineer Incharge. Cum 12043.67 12043.67 18.64 False None None False None False 224494.0088 0 2642717 82308 None item016.7 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates.. First Floor Roof Slab, Staircase. Completed as per Engineer Incharge. Cum 11366.22 11366.22 47.24 False None None False None False 536940.2328 0 2642718 82308 None item016.8 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates.. First Floor Roof Roof Beam, Lintel, Chejja. Completed as per Engineer Incharge. Cum 12118.95 12118.95 14.1006 False None None False None False 170884.46637 0 2642719 82308 None item016.9 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates.. Second Floor Roof Slab, Staircase. Completed as per Engineer Incharge. Cum 11441.49 11441.49 99.67 False None None False None False 1140373.3083 0 2642720 82308 None item016.10 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates.. Second Floor Roof Roof Beam, Lintel, Chejja. Completed as per Engineer Incharge. Cum 12194.22 12194.22 33.5124 False None None False None False 408657.578328 0 2642721 82308 None item016.11 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates.. Third Floor Roof Slab, Staircase. Completed as per Engineer Incharge. Cum 11516.76 11516.76 23.39 False None None False None False 269377.0164 0 2642722 82308 None item016.12 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates.. Third Floor Roof Roof Beam, Lintel, Chejja. Completed as per Engineer Incharge. Cum 12269.49 12269.49 3.6774 False None None False None False 45119.822526 0 2642723 82308 None item016.13 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates.. Fourth Floor Roof Slab, Staircase. Completed as per Engineer Incharge. Cum 11592.04 11592.04 3.27 False None None False None False 37905.9708 0 2642724 82308 None item017 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Ground Floor Completed as per Engineer Incharge. Tonne 98402.7 98402.7 73.61 False None None False None False 7243422.747 0 2642725 82308 None item017.1 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. First Floor. Completed as per Engineer Incharge. Tonne 99386.72 99386.72 5.44 False None None False None False 540663.7568 0 2642726 82308 None item017.2 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Second Floor. Completed as per Engineer Incharge. Tonne 100370.75 100370.75 18.04 False None None False None False 1810688.33 0 2642727 82308 None item017.3 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Third Floor. Completed as per Engineer Incharge. Tonne 101354.78 101354.78 4.56 False None None False None False 462177.7968 0 2642728 82308 None item017.4 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Fourth Floor. Completed as per Engineer Incharge. Tonne 102338.8 102338.8 0.54 False None None False None False 55262.952 0 2642729 82308 None item018 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints fin ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications..Ground Floor. Completed as per Engineer Incharge. Sqm 5860.8 5860.8 219.129 False None None False None False 1284271.2432 0 2642730 82308 None item018.1 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints fin ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. First Floor. Completed as per Engineer Incharge. Sqm 5919.4 5919.4 84.536 False None None False None False 500402.3984 0 2642731 82308 None item018.2 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints fin ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Second Floor. Completed as per Engineer Incharge. Sqm 5978.01 5978.01 306.66 False None None False None False 1833216.5466 0 2642732 82308 None item018.3 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints fin ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Third Floor. Completed as per Engineer Incharge. Sqm 6036.62 6036.62 19.17 False None None False None False 115722.0054 0 2642733 82308 None item019 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Ground Floor. Completed as per Engineer Incharge. Sqm 3137.2 3137.2 150.22 False None None False None False 471270.184 0 2642734 82308 None item019.1 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. First Floor. Completed as per Engineer Incharge. Sqm 3168.57 3168.57 166.52 False None None False None False 527630.2764 0 2642735 82308 None item019.2 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent.. Second Floor. Completed as per Engineer Incharge. Sqm 3199.94 3199.94 166.52 False None None False None False 532854.0088 0 2642736 82308 None item019.3 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent.. Third Floor. Completed as per Engineer Incharge. Sqm 3231.31 3231.31 112.16 False None None False None False 362423.7296 0 2642737 82308 None item020 Providing and laying Polished Glazed Vitrified tiles with thickness 10 mm in floor with different sizes with water absorption less than 0.08percent and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).. Size of Tile 500x500 mm. Ground Floor. Completed as per Engineer Incharge. Sqm 1376.1 1376.1 97.09 False None None False None False 133605.549 0 2642738 82308 None item020.1 Providing and laying Polished Glazed Vitrified tiles with thickness 10 mm in floor with different sizes with water absorption less than 0.08percent and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).. Size of Tile 500x500 mm. First Floor. Completed as per Engineer Incharge. Sqm 1389.86 1389.86 108.22 False None None False None False 150410.6492 0 2642739 82308 None item020.2 Providing and laying Polished Glazed Vitrified tiles with thickness 10 mm in floor with different sizes with water absorption less than 0.08percent and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).. Size of Tile 500x500 mm. Second Floor. Completed as per Engineer Incharge. Sqm 1403.62 1403.62 98.75 False None None False None False 138607.475 0 2642740 82308 None item020.3 Providing and laying Polished Glazed Vitrified tiles with thickness 10 mm in floor with different sizes with water absorption less than 0.08percent and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).. Size of Tile 500x500 mm. Third Floor. Completed as per Engineer Incharge. Sqm 1417.38 1417.38 60.92 False None None False None False 86346.7896 0 2642741 82308 None item021 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400percent and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. First Floor. Completed as per Engineer Incharge. Sqm 898.7 898.7 97.68 False None None False None False 87785.016 0 2642742 82308 None item021.1 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400percent and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. Third Floor. Completed as per Engineer Incharge. Sqm 925.66 925.66 656.69 False None None False None False 607871.6654 0 2642743 82308 None item022 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Ground Floor. Completed as per Engineer Incharge. Sqm 1441.0 1441.0 343.133 False None None False None False 494454.653 0 2642744 82308 None item022.1 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. First Floor. Completed as per Engineer Incharge. Sqm 1455.4 1455.4 211.86 False None None False None False 308341.044 0 2642745 82308 None item022.2 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Second Floor. Completed as per Engineer Incharge. Sqm 1469.82 1469.82 606.21 False None None False None False 891019.5822 0 2642746 82308 None item022.3 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Third Floor. Completed as per Engineer Incharge. Sqm 1484.23 1484.23 285.339 False None None False None False 423508.70397 0 2642747 82308 None item022.4 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Fourth Floor. Completed as per Engineer Incharge. Sqm 1498.64 1498.64 48.768 False None None False None False 73085.67552 0 2642748 82308 None item023 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Ground Floor. Completed as per Engineer Incharge. Sqm 1214.4 1214.4 58.27 False None None False None False 70763.088 0 2642749 82308 None item023.1 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. First Floor. Completed as per Engineer Incharge. Sqm 1226.54 1226.54 51.57 False None None False None False 63252.6678 0 2642750 82308 None item024 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Ground Floor. Completed as per Engineer Incharge. Sqm 1354.1 1354.1 28.035 False None None False None False 37962.1935 0 2642751 82308 None item024.1 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Third Floor. Completed as per Engineer Incharge. Sqm 1394.72 1394.72 24.43 False None None False None False 34073.0096 0 2642752 82308 None item024.2 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Fourth Floor. Completed as per Engineer Incharge. Sqm 1408.26 1408.26 24.43 False None None False None False 34403.7918 0 2642753 82308 None item025 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Ground Floor Sqm 408.1 408.1 675.57 False None None False None False 275700.117 0 2642754 82308 None item025.1 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.. First Floor Sqm 412.18 412.18 370.97 False None None False None False 152906.4146 0 2642755 82308 None item025.2 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Second Floor Sqm 416.26 416.26 760.82 False None None False None False 316698.9332 0 2642756 82308 None item025.3 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.. Third Floor Sqm 420.34 420.34 1133.226 False None None False None False 476340.21684 0 2642757 82308 None item025.4 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Fourth Floor Sqm 424.42 424.42 109.63 False None None False None False 46529.1646 0 2642758 82308 None item026 Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including ounding off corners wherever required smooth rendering, providing and removing scaffolding,including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Ground Floor Sqm 402.6 402.6 387.499 False None None False None False 156007.0974 0 2642759 82308 None item026.1 Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including ounding off corners wherever required smooth rendering, providing and removing scaffolding,including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. First Floor Sqm 406.62 406.62 372.426 False None None False None False 151435.86012 0 2642760 82308 None item026.2 Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including ounding off corners wherever required smooth rendering, providing and removing scaffolding,including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Second Floor Sqm 410.65 410.65 561.79 False None None False None False 230699.0635 0 2642761 82308 None item026.3 Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including ounding off corners wherever required smooth rendering, providing and removing scaffolding,including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Third Floor Sqm 414.67 414.67 220.79 False None None False None False 91554.9893 0 2642762 82308 None item027 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:61 cement: 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Ground Floor Sqm 355.3 355.3 332.99 False None None False None False 118311.347 0 2642763 82308 None item027.1 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:61 cement: 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. First Floor Sqm 358.85 358.85 329.7296 False None None False None False 118323.46696 0 2642764 82308 None item027.2 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:61 cement: 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Second Floor Sqm 362.4 362.4 492.27 False None None False None False 178398.648 0 2642765 82308 None item027.3 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:61 cement: 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Third Floor Sqm 365.95 365.95 199.5571 False None None False None False 73027.920745 0 2642766 82308 None item027.4 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:61 cement: 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Fourth Floor Sqm 369.51 369.51 7.92 False None None False None False 2926.5192 0 2642767 82308 None item028 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Ground Floor Sqm 324.5 324.5 53.59 False None None False None False 17389.955 0 2642768 82308 None item028.1 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. First Floor Sqm 327.74 327.74 30.15 False None None False None False 9881.361 0 2642769 82308 None item028.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Third Floor Sqm 334.23 334.23 33.07 False None None False None False 11052.9861 0 2642770 82308 None item028.3 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Fourth Floor Sqm 337.48 337.48 33.07 False None None False None False 11160.4636 0 2642771 82308 None item029 Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour complete as per specifications and as per directions of Engineer in-charge. Sqm 28.6 28.6 6241.7831 False None None False None False 178514.99666 0 2642772 82308 None item030 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 191.4 191.4 3791.078 False None None False None False 725612.3292 0 2642773 82308 None item031 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 150.7 150.7 2067.5189 False None None False None False 311575.09823 0 2642774 82308 None item032 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in--in-charge. Sqm 139.7 139.7 3349.94 False None None False None False 467986.618 0 2642775 82308 None item033 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. Ground Floor. Completed as per Engineer Incharge. Sqm 977.9 977.9 37.47 False None None False None False 36641.913 0 2642776 82308 None item033.1 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. First Floor Completed as per Engineer Incharge. Sqm 987.67 987.67 8.01 False None None False None False 7911.2367 0 2642777 82308 None item033.2 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete.. Third Floor. Completed as per Engineer Incharge. Sqm 1007.23 1007.23 5.39 False None None False None False 5428.9697 0 2642778 82308 None item033.3 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. Fourth Floor. Completed as per Engineer Incharge. Sqm 1017.01 1017.01 5.39 False None None False None False 5481.6839 0 2642779 82308 None item034 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Ground Floor. Completed as per Engineer Incharge. Sqm 1531.2 1531.2 162.79 False None None False None False 249264.048 0 2642780 82308 None item034.1 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. First Floor. Completed as per Engineer Incharge. Sqm 1546.51 1546.51 30.15 False None None False None False 46627.2765 0 2642781 82308 None item034.2 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Third Floor. Completed as per Engineer Incharge. Sqm 1577.13 1577.13 5.39 False None None False None False 8500.7307 0 2642782 82308 None item034.3 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Fourth Floor. Completed as per Engineer Incharge. Sqm 1592.44 1592.44 5.39 False None None False None False 8583.2516 0 2642783 82308 None item035 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size - 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). Completed as per Engineer Incharge. Sqm 6290.9 6290.9 7.19 False None None False None False 45231.571 0 2642784 82308 None item036 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having a overall size of 60mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm X 58mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24mm. Windows shall be provided with 5mm plain float glass, standard hardware & single point locking system with touch lock. Wall thickness of frame & sash shall be of 2-2.5 mm. Maximum possible size - 1819mm x 1819mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Ground Floor. Completed as per Engineer Incharge. Sqm 5929.0 5929.0 111.24 False None None False None False 659541.96 0 2642785 82308 None item036.1 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having a overall size of 60mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm X 58mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24mm. Windows shall be provided with 5mm plain float glass, standard hardware & single point locking system with touch lock. Wall thickness of frame & sash shall be of 2-2.5 mm. Maximum possible size - 1819mm x 1819mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) First Floor. Completed as per Engineer Incharge. Sqm 5988.29 5988.29 10.79 False None None False None False 64613.6491 0 2642786 82308 None item036.2 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having a overall size of 60mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm X 58mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24mm. Windows shall be provided with 5mm plain float glass, standard hardware & single point locking system with touch lock. Wall thickness of frame & sash shall be of 2-2.5 mm. Maximum possible size - 1819mm x 1819mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Second Floor. Completed as per Engineer Incharge. Sqm 6047.58 6047.58 37.44 False None None False None False 226421.3952 0 2642787 82308 None item036.3 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having a overall size of 60mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm X 58mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24mm. Windows shall be provided with 5mm plain float glass, standard hardware & single point locking system with touch lock. Wall thickness of frame & sash shall be of 2-2.5 mm. Maximum possible size - 1819mm x 1819mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Third Floor. Completed as per Engineer Incharge. Sqm 6106.87 6106.87 5.39 False None None False None False 32916.0293 0 2642788 82308 None item037 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. Ground Floor. Completed as per Engineer Incharge. Kg 184.8 184.8 3076.91 False None None False None False 568612.968 0 2642789 82308 None item037.1 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. First Floor. Completed as per Engineer Incharge. Kg 186.64 186.64 226.79 False None None False None False 42328.0856 0 2642790 82308 None item037.2 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. Second Floor. Completed as per Engineer Incharge. Kg 188.49 188.49 198.71 False None None False None False 37454.8479 0 2642791 82308 None item037.3 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. Third Floor. Completed as per Engineer Incharge. Kg 190.34 190.34 124.19 False None None False None False 23638.3246 0 2642792 82308 None item038 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 152.9 152.9 178.92 False None None False None False 27356.868 0 2642793 82308 None item039 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. Ground Floor. Completed as per Engineer Incharge. Cum 136622.2 136622.2 0.89 False None None False None False 121593.758 0 2642794 82308 None item039.1 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. First Floor. Completed as per Engineer Incharge. Cum 137988.42 137988.42 0.056 False None None False None False 7727.35152 0 2642795 82308 None item039.2 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. Second Floor. Completed as per Engineer Incharge. Cum 139354.64 139354.64 0.11 False None None False None False 15329.0104 0 2642796 82308 None item039.3 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. Third Floor. Completed as per Engineer Incharge. Cum 140720.86 140720.86 0.056 False None None False None False 7880.36816 0 2642797 82308 None item040 Providing and fixing in position fully panelled Matti/Nandi wood shutters for doors with, stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures ) Ground Floor. Completed as per Engineer Incharge. Sqm 7233.6 7233.6 31.71 False None None False None False 229377.456 0 2642798 82308 None item040.1 Providing and fixing in position fully panelled Matti/Nandi wood shutters for doors with, stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures ) First Floor. Completed as per Engineer Incharge. Sqm 7305.93 7305.93 1.89 False None None False None False 13808.2077 0 2642799 82308 None item040.2 Providing and fixing in position fully panelled Matti/Nandi wood shutters for doors with, stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures ) Second Floor. Completed as per Engineer Incharge. Sqm 7378.27 7378.27 3.78 False None None False None False 27889.8606 0 2642800 82308 None item040.3 Providing and fixing in position fully panelled Matti/Nandi wood shutters for doors with, stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures ) Third Floor. Completed as per Engineer Incharge. Sqm 7450.6 7450.6 1.89 False None None False None False 14081.634 0 2642801 82308 None item041 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame Completed as per Engineer Incharge. Mtr 707.3 707.3 120.6 False None None False None False 85300.38 0 2642802 82308 None item042 Providing & fixing Factory made 100per carpenter friendly ready to use Single Solid Plain Wood Polymer Composite (WPC) flush shutter of 35mm thickness which is anti termite and having high water absorption property. The cost includes cost of materials, transportation, labour and fixing charges. Completed as per Engineer Incharge.2023-24) Sqm 3998.5 3998.5 34.02 False None None False None False 136028.97 0 2642803 82308 None item043 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid oor/window/Clerestory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately).Size 62 x 100mm. Completed as per Engineer Incharge. Mtr 795.36 795.36 12.0 False None None False None False 9544.32 0 2642804 82308 None item044 Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges.(Sl.No-12.53 I,No-104 of Vol-2 SRB-2023-24) Sqm 1799.2 1799.2 3.78 False None None False None False 6800.976 0 2642805 82308 None item045 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Ground Floor Kg 149.6 149.6 1791.99 False None None False None False 268081.704 0 2642806 82308 None item045.1 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Third Floor Kg 154.08 154.08 3048.14 False None None False None False 469657.4112 0 2642807 82308 None item045.2 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Fourth Floor Kg 155.58 155.58 10118.16 False None None False None False 1574183.3328 0 2642808 82308 None item046 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 percent) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of urlins, rafters and trusses and including cutting to size and shape wherever required. Ground Floor. Completed as per Engineer Incharge. Sqm 624.8 624.8 35.83 False None None False None False 22386.584 0 2642809 82308 None item046.1 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 percent) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of urlins, rafters and trusses and including cutting to size and shape wherever required. Third Floor. Completed as per Engineer Incharge. Sqm 643.54 643.54 70.06 False None None False None False 45086.4124 0 2642810 82308 None item046.2 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 percent) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of urlins, rafters and trusses and including cutting to size and shape wherever required. Fourth Floor. Completed as per Engineer Incharge. Sqm 649.79 649.79 224.8481 False None None False None False 146104.046899 0 2642811 82308 None item047 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S.tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge. Ground Floor Kg 151.8 151.8 2287.392 False None None False None False 347226.1056 0 2642812 82308 None item047.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S.tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge. First Floor Kg 153.31 153.31 2331.05 False None None False None False 357373.2755 0 2642813 82308 None item047.2 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S.tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge. Second Floor Kg 154.83 154.83 2084.64 False None None False None False 322764.8112 0 2642814 82308 None item047.3 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S.tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge. Third Floor Kg 156.35 156.35 2183.39 False None None False None False 341373.0265 0 2642815 82308 None item047.4 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S.tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge. Fourth Floor Kg 157.87 157.87 962.88 False None None False None False 152009.8656 0 2642816 82308 None item048 Providing Tensile Roofing upto 10m ht with single coloumn and beam Which includes Supplyfabrication & erection of MS structure including columns, rafters purlinsconnecting platesgusset plate, base plateanchor bolt etc of Primary supporting steel structure will be fabricated from MS Structural steel tubular sections (Yield Strength 210) of make TATAApolloJindalLoha or other equivalent with coat Anti-corroson treatment followed by one coat of priming with Enamel primer followed by two coats of Enamel paint of makes Asian/Berger/C Coler code as approved and Patterningseaming supply & fixing of PVDF coated polyester Valmex Mehatop PH 900 Type II or Serge Ferrari 90282 fabric Both sides PVDF lacquered Protected against microbial and fungal attack and UV Protected & accessories Supply & foxing of Aluminum extrusions for clamping fabric to surface of steel structure with bolts for faxing. latumen or silicon washers to ensure water tightness Supply & fixing of Galvanized accessories which includes Cables, End plates, SocketsTensioners & Hardwares Analysis and Design of membraneerection and tensioning inclusive of all taxes with all leads and lift and as per the direction of Engineer Incharge. Sqm 12199.0 12199.0 117.195 False None None False None False 1429661.805 0 2642817 82308 None item049 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc.complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kg 147.0 147.0 438.72 False None None False None False 64491.84 0 2642818 82308 None item050 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Completed as per Engineer Incharge Cum 7720.81 7720.81 156.0 False None None False None False 1204446.36 0 2642819 82308 None item051 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Completed as per Engineer Incharge Cum 8009.49 8009.49 93.6 False None None False None False 749688.264 0 2642820 82308 None item052 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Completed as per Engineer Incharge Cum 8478.47 8478.47 105.3 False None None False None False 892782.891 0 2642821 82308 None item053 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Completed as per Engineer Incharge Cum 7293.0 7293.0 61.84 False None None False None False 450999.12 0 2642822 82308 None item054 Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Completed as per Engineer Incharge Cum 2814.9 2814.9 61.84 False None None False None False 174073.416 0 2642823 82308 None item055 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Ground Floor Kg 621.5 621.5 266.32 False None None False None False 165517.88 0 2642824 82308 None item055.1 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. First Floor Kg 627.71 627.71 174.96 False None None False None False 109824.1416 0 2642825 82308 None item055.2 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Second Floor Kg 633.93 633.93 194.4 False None None False None False 123235.992 0 2642826 82308 None item055.3 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Third Floor Kg 640.14 640.14 213.84 False None None False None False 136887.5376 0 2642827 82308 None item056 Providing and fixing mirror of superior glass (of approved quality) andof required shape and size with plastic moulded frame of approvedmake and shade with 6 mm thick hard board backing : Oval shape 450x350 mm (outer dimensions). Completed as per Engineer Incharge Each 1172.6 1172.6 7.0 False None None False None False 8208.2 0 2642828 82308 None item057 Providing and fixing water closet squatting pan (Indian type W.C. pan )with 100 mm sand cast Iron P or S trap, 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:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. Completed as per Engineer Incharge Each 5372.4 5372.4 15.0 False None None False None False 80586.0 0 2642829 82308 None item058 Providing and fixing white vitreous china wash basin including making all connections but including the cost of fittings.Flat back wash basin of size 630x450mm. Completed as per Engineer Incharge Each 1084.6 1084.6 7.0 False None None False None False 7592.2 0 2642830 82308 None item059 Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI: 12701, colour of opaque white or as approved by Engineer-in-charge the rate includes making necessary holes for inlet, outlet & over flow pipes. The base support /c fittings & fixtures for tank shall be paid separately. Completed as per Engineer Incharge l 9.9 9.9 7000.0 False None None False None False 69300.0 0 2642831 82308 None item060 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A,including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i)Single socketed pipes 100 mm diameter. Completed as per Engineer Incharge Mtr 320.1 320.1 12.0 False None None False None False 3841.2 0 2642832 82308 None item061 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :Brace Bib Cock , Completed as per Engineer Incharge Nos 335.5 335.5 18.0 False None None False None False 6039.0 0 2642833 82308 None item062 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g. Completed as per Engineer Incharge Each 545.6 545.6 6.0 False None None False None False 3273.6 0 2642834 82308 None item063 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) 20mm pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, including fixing the pipe and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete(concealed work including cutting chases and good the walls etc,. Completed as per Engineer Incharge Mtr 238.7 238.7 650.0 False None None False None False 155155.0 0 2642835 82308 None item064 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) 25mm pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, including fixing the pipe and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete(concealed work including cutting chases and good the walls etc, Completed as per Engineer Incharge Mtr 325.6 325.6 760.0 False None None False None False 247456.0 0 2642836 82308 None item065 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. Completed as per Engineer Incharge Nos 797.5 797.5 16.0 False None None False None False 12760.0 0 2642837 82308 None item066 Providing and fixing 100 mm sand cast Iron grating for gully trap) Completed as per Engineer Incharge Nos 51.7 51.7 21.0 False None None False None False 1085.7 0 2642838 82308 None item067 13.4-Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :50 mm nominal bore. Completed as per Engineer Incharge Nos 940.5 940.5 20.0 False None None False None False 18810.0 0 2642839 82308 None item068 Providing and fixing unplasticised PVC connection pipe with brass unions 45 cm length, 20 mm nominal bore. Completed as per Engineer Incharge Each 121.0 121.0 13.0 False None None False None False 1573.0 0 2642840 82308 None item069 S.C.I. gully or nahani grating 100 mm dia. Completed as per Engineer Incharge Each 35.2 35.2 25.0 False None None False None False 880.0 0 2642841 82308 None item070 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible Pipe 32 mm dia. Completed as per Engineer Incharge Each 101.2 101.2 9.0 False None None False None False 910.8 0 2642842 82308 None item071 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. Completed as per Engineer Incharge Each 299.2 299.2 15.0 False None None False None False 4488.0 0 2642843 82308 None item072 Flushing Cistern P.V.C. 10 lts capacity (low level) (White) (with fittings, accessories and flush pipe). Completed as per Engineer Incharge Each 687.5 687.5 8.0 False None None False None False 5500.0 0 2642844 82308 None item073 Water purification plants: Supplying, Installation and Commissioning of automatic Water purification plant (RO+UF) with all accessories piping, product water tank on single phase power supply as per the enclosed detailed Technical Specifications including cost of material, loading and unloading and as directed by the Engineer in charge. (Ref- detailed specification enclosed seperatly). Note:- 1.The above rates mentioned are only for the preparation of estimate purpose. 2. All items are to be of BSI /NFS standards,with BSI / NFS mark . 3. Tenders to be invited for procurement. 4. No direct payment should be made under any situation or condition or on any account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each components For 150 LPH : Cabin Type. Completed as per Engineer Incharge Each 132000.0 132000.0 2.0 False None None False None False 264000.0 0 2642845 82308 None item074 CONCEALED CONDUIT SYSTEM: Supplying heavy gauge PVC conduit pipe ....... dia ....... mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. 1.2.1-19/20mm dia 2mm thick. Completed as per Engineer Incharge Mtr 66.0 66.0 680.0 False None None False None False 44880.0 0 2642846 82308 None item074.1 CONCEALED CONDUIT SYSTEM: Supplying heavy gauge PVC conduit pipe ....... dia ....... mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. 1.2.2-25mm dia 2mm thick. Completed as per Engineer Incharge Mtr 78.0 78.0 540.0 False None None False None False 42120.0 0 2642847 82308 None item075 Supplying and fixing sheet Metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc. 1.4.1-75x75x65mm .Completed as per Engineer Incharge Each 106.0 106.0 180.0 False None None False None False 19080.0 0 2642848 82308 None item075.1 Supplying and fixing sheet Metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc. 1.4.3-135x75x65mm. Completed as per Engineer Incharge Each 139.0 139.0 130.0 False None None False None False 18070.0 0 2642849 82308 None item076 Supplying and fixing PVC/metal conduit Deep junction box 1.5.1-19/20mm deep junction box. Completed as per Engineer Incharge Each 49.0 49.0 215.0 False None None False None False 10535.0 0 2642850 82308 None item076.1 Supplying and fixing PVC/metal conduit Deep junction box .1.5.2-25mm deep junction box. Completed as per Engineer Incharge Each 56.0 56.0 223.0 False None None False None False 12488.0 0 2642851 82308 None item077 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete. Completed as per Engineer Incharge Mtr 29.0 29.0 800.0 False None None False None False 23200.0 0 2642852 82308 None item078 Supplying And Fixing "S" Hook made out of 14 mm dia M.S. Rod. Completed as per Engineer Incharge Nos 52.0 52.0 28.0 False None None False None False 1456.0 0 2642853 82308 None item079 Suplplying and fixing Metal fan box with round hook. Completed as per Engineer Incharge Nos 117.0 117.0 28.0 False None None False None False 3276.0 0 2642854 82308 None item080 Point wiring using copper wire with switch: Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. 2.1.1-a) Short point upto 3Mtrs from tapping point to out let via switch. Completed as per Engineer Incharge Each 285.0 285.0 123.0 False None None False None False 35055.0 0 2642855 82308 None item080.1 2.1.2-b) Medium point above 3Mtrs upto 6Mtr from Tapping point to out let via switch. Completed as per Engineer Incharge Each 394.0 394.0 83.0 False None None False None False 32702.0 0 2642856 82308 None item081 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. I Group A 2.3.1) 1.0 sqmm. Completed as per Engineer Incharge Each 19.0 19.0 800.0 False None None False None False 15200.0 0 2642857 82308 None item081.1 2.3.3) 2.5 Sqmm Each 42.0 42.0 670.0 False None None False None False 28140.0 0 2642858 82308 None item081.2 2.3.4) 4.0 sqmm Each 63.0 63.0 510.0 False None None False None False 32130.0 0 2642859 82308 None item081.3 2.3.5) 6.0 sqmm Each 92.0 92.0 360.0 False None None False None False 33120.0 0 2642860 82308 None item082 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 3.5.1) 1 to 3 module. Completed as per Engineer Incharge Each 137.0 137.0 122.0 False None None False None False 16714.0 0 2642861 82308 None item082.1 3.5.2) 4 module Each 161.0 161.0 78.0 False None None False None False 12558.0 0 2642862 82308 None item082.2 3.5.3) 6 module Each 175.0 175.0 66.0 False None None False None False 11550.0 0 2642863 82308 None item082.3 3.5.4) 8 module Each 234.0 234.0 52.0 False None None False None False 12168.0 0 2642864 82308 None item082.4 3.5.5) 10-12 module Each 284.0 284.0 39.0 False None None False None False 11076.0 0 2642865 82308 None item083 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 5.18.1) 6-32 Amps SP. Completed as per Engineer Incharge Each 415.0 415.0 14.0 False None None False None False 5810.0 0 2642866 82308 None item083.1 5.18.2) 40 Amps SP Each 793.0 793.0 12.0 False None None False None False 9516.0 0 2642867 82308 None item083.2 5.18.4) 6-32 Amps DP Each 739.0 739.0 10.0 False None None False None False 7390.0 0 2642868 82308 None item084 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system. a) 48" Sweep (1200mm) Regular model. Completed as per Engineer Incharge Each 2984.0 2984.0 29.0 False None None False None False 86536.0 0 2642869 82308 None item085 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator. Completed as per Engineer Incharge Each 357.0 357.0 29.0 False None None False None False 10353.0 0 2642870 82308 None item086 Supplying and fixing Moulded Case Circuit Breaker (MCCB)over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Therma lMagnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100percent lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism.Three Pole . 100Amps 25kA. Completed as per Engineer Incharge Each 6086.0 6086.0 6.0 False None None False None False 36516.0 0 2642871 82308 None item087 Chemical earthing for grounding. Conduits @ cutouts other equipments backfill compound which is non-corrosive, thermally conductive, potential to permissible limits, superor Fault conduction capacity, non toxic, weather resistance & capable of achiveing ohmic value less than one I ohm Using 6ft. Copper bonded rod with backfill compound. Completed as per Engineer Incharge Each 6230.0 6230.0 4.0 False None None False None False 24920.0 0 2642872 82308 None item088 Supplying and fixing regular MCB distribution boards on wall/wood board / flush mounting using required clA, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure. Completed as per Engineer Incharge Each 6091.0 6091.0 8.0 False None None False None False 48728.0 0 2642873 82308 None item089 Supplying and fixing of slim box fitting, made out of CRCA Sheet metal body with locking type holder completely wired. Excluding Ballast & Fluorescent Tube. Completed as per Engineer Incharge Each 361.0 361.0 55.0 False None None False None False 19855.0 0 2642874 82308 None item090 Supplying and fixing/replacing of fluorescent tube. Completed as per Engineer Incharge Each 242.0 242.0 55.0 False None None False None False 13310.0 0 2642875 82308 None item091 Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments. 1.00 HP/0.75KW - 7 STG(stage) Completed as per Engineer Incharge Each 13318.0 13318.0 3.0 False None None False None False 39954.0 0 2642876 82308 None item092 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS- 694:2010 4C x 6 mm2 Completed as per Engineer Incharge Each 328.0 328.0 200.0 False None None False None False 65600.0 0 2642877 82308 None item093 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m Completed as per Engineer Incharge Cum 266.2 266.2 72.0 False None None False None False 19166.4 0 2642878 82308 None item094 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS- 694:2010 4C x 6 mm2. Completed as per Engineer Incharge Mtr 328.0 328.0 100.0 False None None False None False 32800.0 0 2642879 82308 None item095 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth Completed as per Engineer Incharge Cum 328.9 328.9 26.29 False None None False None False 8646.781 0 2642880 82308 None item096 Providing and laying in position plain cement concrete Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Completed as per Engineer Incharge Cum 6587.9 6587.9 5.7735 False None None False None False 38035.24065 0 2642881 82308 None item097 Providing and laying in position Reinforced cement concrete M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) Completed as per Engineer Incharge Cum 7511.72 7511.72 3.71 False None None False None False 27868.4812 0 2642882 82308 None item098 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08percent and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., Complete. Size of Tile 500x500 mm. Completed as per Engineer Incharge Sqm 1190.2 1190.2 46.12 False None None False None False 54892.024 0 2642883 82308 None item099 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length andb jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Completed as per Engineer Incharge Sqm 2896.3 2896.3 6.5 False None None False None False 18825.95 0 2642884 82308 None item100 Raw water Feed pump with starter,Type-Horizontal ,Centrifugal.Make-Kirloskar/Beacon weir/Sumo/CNP(SS),Material of Construction-Cast Iron,Head-36 MWC. Motor-3.0HPthree phase.Starter-L&T Siemen make push botton type DOL Starter. Completed as per Engineer Incharge Nos 24500.0 24500.0 2.0 False None None False None False 49000.0 0 2642885 82308 None item101 Multi graded sand filter,type-verticle,Floor Mounted,Make-pentair/structural/ION EXCHANGE(INDIA) LTD/Zeolite/Aquario,min.operating Pressure 2.0kg/cm2,Max. Operating Pressure -3.5kg/cm2, Treatment Flow Rate-6000liters/Hr,Type of valve size-Multiport,50NB,make-UKL/Initiative,Filtering Media -Gravel,Graded Sand & Pebble. Completed as per Engineer Incharge Nos 33000.0 33000.0 2.0 False None None False None False 66000.0 0 2642886 82308 None item102 Activated carbon Filter type-Verticle,Floor Mounted,Make-pentair/Structural/ION EXCHANGE(INDIA) LTD/Zeolite/Aquario,min.operating Pressure 2.0kg/cm2,Max. Operating Pressure -3.5kg/cm2, Treatment Flow Rate-6000liters/Hr,Type of valve size-Multiport,50NB,make-UKL/Initiative,Filtering Media -Gravel, Activated Carbon & pebbles. Completed as per Engineer Incharge Nos 62500.0 62500.0 1.0 False None None False None False 62500.0 0 2642887 82308 None item103 Water Softner,type-Verticle,Floor Mounted,Make-pentair/Structural/ION EXCHANGE(INDIA) LTD/Zeolite/Aquario,min.operating Pressure 2.0kg/cm2,Max. Operating Pressure 3.5kg/cm2, Treatment Flow Rate-6000liters/Hr,Type of Resin INDION 220Na or Thermax T40. Completed as per Engineer Incharge Nos 62000.0 62000.0 1.0 False None None False None False 62000.0 0 2642888 82308 None item104 Antiscalant Dosing System,Equipment Required-Electronic Dosing Pump with Solution Tank,make-Ion Exchange (I) Ltd.,/ASIA LMI/Zeolite,Material of Construction-PP(Polypropelene),Discharge @Max Back Pressure-2.88litr/Hr @8bar,Discharge@Nominal Back Pressure=3.12Lit/Hr @ 4Bar,Chemical to be dosed-INDION Antiscalant. Completed as per Engineer Incharge Nos 85000.0 85000.0 1.0 False None None False None False 85000.0 0 2642889 82308 None item105 Accessories for Dosing System,Solution Tank-One No,Volume-100Litres,Material of Construction-HDPE,Tank level Switch-One No. Completed as per Engineer Incharge Nos 42000.0 42000.0 1.0 False None None False None False 42000.0 0 2642890 82308 None item106 Reverse Osmosis System,Type-Horizontal Skid,Floor Mounted,Permeate water-Minimum 2000litr/hr,Maximum Permissable TDS in feed (PPM)-2500. Completed as per Engineer Incharge Nos 89000.0 89000.0 1.0 False None None False None False 89000.0 0 2642891 82308 None item107 Pressure Vessel,Material of Construction-FRP,Make-Advance Composite/Code Line. Completed as per Engineer Incharge Nos 85000.0 85000.0 1.0 False None None False None False 85000.0 0 2642892 82308 None item108 Membrane, Type-Brackish water . Nos required-Three.Make-TORAY JAPAN /Hydranautics/ Filmtec/ Tricep. Completed as per Engineer Incharge Nos 88000.0 88000.0 1.0 False None None False None False 88000.0 0 2642893 82308 None item109 High pressure pump,Type- verticle,multistage,Make-GRUNDFOS,MOTOR-7.5 HP 3Phase, Model-CRN series,Material of construction-SS316,starter-L&T/Seimens make push botton type DOL starter. Completed as per Engineer Incharge Nos 55000.0 55000.0 1.0 False None None False None False 55000.0 0 2642894 82308 None item110 Micron Filter,Type -JUMBO,Material of construction of housing-poly propelene. Completed as per Engineer Incharge Nos 78000.0 78000.0 1.0 False None None False None False 78000.0 0 2642895 82308 None item111 Instruction, Wet panel -Ms powder coated., Mounted on R.O skid, Low pressure switch-one No,High Pressure Switch-one, Digitalconductivity Meter wiyh sensor , Indon brand-one No , ON/OFF selector Switch -one No, High pressure System Pressure Gauge - one No, Auto Flush Timer -one No, Indication Lamps -one No, product Flow Meter- one No, Reject Flow Meter-one No,Reject Re-circolation Meter-one No,Alarm-one No. Completed as per Engineer Incharge Nos 86000.0 86000.0 1.0 False None None False None False 86000.0 0 2642896 82308 None item112 pH correction dosing System, Equipment Required-Electronic Dosing Pump with solution Tank, Make-Ion Exchange(1) Ltd.,/ASIA LMI/Zeolite,Material of construction -PP, Discharge @ max . Back Pressure-2.88 Lit/Hr@8Bar.Discharge@Nominal Back Pressure-3.12 Lit/Hr@4Bar,Frequency-100 Strokes / Min, Chemical to be dosed-PH Booster. Completed as per Engineer Incharge Nos 83000.0 83000.0 1.0 False None None False None False 83000.0 0 2642897 82308 None item113 Solution Tank with level switch, Solution Tank-one No, Volume-100 Liters. Material of construction-HDPE. Tank levelswitch-one No. Completed as per Engineer Incharge Nos 15000.0 15000.0 1.0 False None None False None False 15000.0 0 2642898 82308 None item114 Inter-connecting pipe work ,Raw water tank to feed pump suction and feed pump delivery to R.O. Inlet (up to High pressure pump in let )and RO outlet to Treated water tank-food Grade PVC pipe 40mm NB, Make-Finolex/ supreme,High pressure pump outlet to membrane inlet-ss pipe of required size, Approximate Length-35.0 Metre. Completed as per Engineer Incharge Nos 78000.0 78000.0 1.0 False None None False None False 78000.0 0 2642899 82308 None item115 Ultra violet system, Model-UVS-20,Make-Ion Exchange (I) Ltd.,/ASIA LMI/Zeolite,ALFA Flow rate-2000L/H. Completed as per Engineer Incharge Nos 74500.0 74500.0 1.0 False None None False None False 74500.0 0 2642900 82308 None item116 RO water strong tank, 2000 ltrs SS tank, to store RO water with required nozzles. Completed as per Engineer Incharge Nos 80000.0 80000.0 1.0 False None None False None False 80000.0 0 2642901 82308 None item117 Wending Machine ,Digital Swiping Card Type. Completed as per Engineer Incharge Nos 35000.0 35000.0 1.0 False None None False None False 35000.0 0 2642902 82308 None item118 Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/Soft rock & depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work all kinds of soils upto 300 mm depth - Completed as per Engineer Incharge Cum 145.5 145.5 814.81 False None None False None False 118554.855 0 2642903 82308 None item119 Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing Morth Spection-601. Completed as per Engineer Incharge Cum 5412.0 5412.0 296.1 False None None False None False 1602493.2 0 2642904 82308 None item120 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material. Completed as per Engineer Incharge Cum 2735.7 2735.7 373.1 False None None False None False 1020689.67 0 2642905 82308 None item121 Construction of M30 grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with Cement at 420 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing . Completed as per Engineer Incharge Cum 8622.9 8622.9 296.1 False None None False None False 2553240.69 0 2642906 82308 None item122 Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge.MoRTH 602.6.3 . Completed as per Engineer Incharge Cum 77.0 77.0 394.8 False None None False None False 30399.6 0 2642907 82308 None item123 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth. Completed as per Engineer Incharge Cum 251.9 251.9 3.888 False None None False None False 979.3872 0 2642908 82308 None item124 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates. Completed as per Engineer Incharge Cum 5900.4 5900.4 0.486 False None None False None False 2867.5944 0 2642909 82308 None item125 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Completed as per Engineer Incharge Cum 6854.1 6854.1 1.728 False None None False None False 11843.8848 0 2642910 82308 None item126 Supply ,Installation, Testing and commissioning of polel/wal mounted 2MP out door IP day night Veri Focal Bullet camera made out of hard plastic body confiming to IP67 weather prooting th CM0s 1.0 inch image sensor, image resolution HD 1920x1080 pixels veri lence IR tange ot 30 mtr or more auto zoom and auto exposure.focal length of 2.8 to12 at 25 fps frame rate Dual compressed video streeming suitabie to operate on 12 volt DC supply at -25 degree to +50 centigrade temperature with 95percent relative humidily along with neccssery fixing. materials etc comalete (Hikission model DS-2CD162FWD-I OR Equivelent) GEM-I-5116877-19839969643). Completed as per Engineer Incharge Each 12419.95 12419.95 18.0 False None None False None False 223559.1 0 2642911 82308 None item127 Supply ,Installation, Testing and commissioning of polel/wal mounted 4MP out door IP day night Veri Focal Bullet camera made out of hard plastic body confiming to IP67 weather prooting th CM0s 1.0 inch image sensor, image resolution HD 1920x1080 pixels veri lence IR tange ot 30 mtr or more auto zoom and auto exposure.focal length of 2.8 to12 at 25 fps frame rate Dual compressed video streeming suitabie to operate on 12 volt DC supply at -25 degree to +50 centigrade temperature with 95percent relative humidily along with neccssery fixing. materials etc comalete (Hikission model DS-2CD164FWD-I OR Equivelent) GEM-I-5116877-41803742350). Completed as per Engineer Incharge Each 16419.59 16419.59 12.0 False None None False None False 197035.08 0 2642912 82308 None item128 Supply Installation Testing and Commissioning of Rack Mounted 8 Channel power over power over Ethernet (POE) Ethernet network unmanaged switch made out of Alluminum body conforming to IP66 Weather proofing at 10 degree to 50 centigrade temperature along with necessery fixing Materilas etc complete(Netgear make GS30BP or Equivelent)Gem-I-5116877-74144255718). Completed as per Engineer Incharge Each 7540.39 7540.39 18.0 False None None False None False 135727.02 0 2642913 82308 None item129 Supply and Fixingof Assorted bracket for Fixing PTZ camera using necessery clamps bolts etc complete(GEM-I-56116877-014264528534). Completed as per Engineer Incharge Each 2105.08 2105.08 12.0 False None None False None False 25260.96 0 2642914 82308 None item130 Supply Installation, Testing and commissioning of Rack mounled Four channel Network Video Recorder ( NVR) made out of Alluminium body confirming to IP66 weather proofing supporting IP PTZ image resolution HD 128Ox1080 pixels, Recording speed of at 25 fps frame rate or more,Having HDMI,VGA Bluetooth intertace facility Multi playback optons,SATA1 HDD recording Support and sutable to operate on 230 velt 50 hzs AC supply at 10 degree to 50 centigrade temperature along with necessery fixing materals etc complete (Hikvission model DS-7P04NI- E1 OR Equivelent (GEM-I 5116877-31868270804). Completed as per Engineer Incharge Each 12348.37 12348.37 4.0 False None None False None False 49393.48 0 2642915 82308 None item131 Supply Installation, Testing and commissioning of Rack mounled Eight channel Network Video Recorder ( NVR) made out of Alluminium body confirming to IP66 weather proofing supporting IP PTZ image resolution HD 128Ox1080 pixels, Recording speed of at 25 fps frame rate or more,Having HDMI,VGA Bluetooth intertace facility Multi playback optons,SATA1 HDD recording Support and sutable to operate on 230 velt 50 hzs AC supply at 10 degree to 50 centigrade temperature along with necessery fixing materals etc complete (Hikvission model DS-7P04NI- E2 OR Equivelent (GEM-I 5116877-78482283042). Completed as per Engineer Incharge Each 20349.09 20349.09 4.0 False None None False None False 81396.36 0 2642916 82308 None item132 Supply Instalation Testrg and coomissionng of Rack mounted Two Terrabyte (2 TB) 7200 rpm SATA1 hard disk drive (HDD) along with necessery fixng materials etc.complete (western Digital WD 21B 4585 OR Equivelent) (GEM--5116877- 18692446478). Completed as per Engineer Incharge Each 7858.94 7858.94 4.0 False None None False None False 31435.76 0 2642917 82308 None item133 Supply Instalation Testrg and coomissionng of Rack mounted Four Terrabyte (4 TB) 7200 rpm SATA1 hard disk drive (HDD) along with necessery fixng materials etc.complete (western Digital WDWD40PURZ OR Equivelent) (GEM--5116877- 49116118249). Completed as per Engineer Incharge Each 13400.21 13400.21 4.0 False None None False None False 53600.84 0 2642918 82308 None item134 Supply and Fixing of 24f optical Fibre cable splice clouser for over head transmission using necessery clamps bolts etc complete(GEM-I-5116877-330009245291). Completed as per Engineer Incharge Each 1133.23 1133.23 6.0 False None None False None False 6799.38 0 2642919 82308 None item135 Supplying and Fixing LC/PC TO LC/PC Single mode Simplex patch Cord 1 Mtr Length (GEM-I-5116877-28079315216). Completed as per Engineer Incharge Each 308.74 308.74 40.0 False None None False None False 12349.6 0 2642920 82308 None item136 Supplying and Fixing SC to SC Fiber patch cord 3mtr Length (GEM-I 5116877-36000691868). Completed as per Engineer Incharge Each 350.85 350.85 40.0 False None None False None False 14034.0 0 2642921 82308 None item137 Supply Installation Testing and Commissioning of Rack Mounted Fiber Optic Media Converter along with necessery fixing materilas etc Complete (D-Link Model)DEF-855S-15 OR Equivalent)(GEM-I-5116877-3642852680) Completed as per Engineer Incharge Each 4561.0 4561.0 4.0 False None None False None False 18244.0 0 2642922 82308 None item138 Supply, Installation Testing and Commissing of Rack Mounted 12 Volt DC 4Amps 8 channel CCTV Camera power supply unit with over voltagesshort circuit and surge protection suitable to operate on 230volt,50Hzs Ac Supply(GEM-I-5116877-12055192319). Completed as per Engineer Incharge Each 1261.64 1261.64 10.0 False None None False None False 12616.4 0 2642923 82308 None item139 Supply, Installation Testing and Commissing of Rack Mounted 12 Volt DC 4Amps 16 channel CCTV Camera power supply unit with over voltagesshort circuit and surge protection suitable to operate on 230volt,50Hzs Ac Supply(GEM-I-5116877-12055192319). Completed as per Engineer Incharge Each 2792.74 2792.74 10.0 False None None False None False 27927.4 0 2642924 82308 None item140 Supplying Installation testing and Commissioning of 24 inch LED Computer Monitor Suitable operate on 230 volt,50hzs AC Supply (HP Make Or Equivelant(GEM-I-5116877-24797872332). Completed as per Engineer Incharge Each 29048.67 29048.67 4.0 False None None False None False 116194.68 0 2642925 82308 None item141 Supply, Installation Testing and Commissioning of 55 Inch LED large Formate Display Samart Television of repute make Suitable to operate on 230 Volt 50 Hzs AC Supply(Samsung make PMH or Equivelent). (GEM-I-5116877-17558963535). Completed as per Engineer Incharge Each 89816.66 89816.66 4.0 False None None False None False 359266.64 0 2642926 82308 None item142 Supply Installation Testing and Commissioning of Indoor AC47-60Hz frequency 12.5KA Class B+C one port SPD low Voltage Surge Protector conforming to IP20 on Exiting board using necessery screws wires etc Complete. (GEM-item code-5116877-65076663505)). Completed as per Engineer Incharge Each 5136.39 5136.39 4.0 False None None False None False 20545.56 0 2642927 82308 None item143 Supply and Drawing3+1 PVC insulated Shielded 0.4mm dia copper cable conforming to TEC Spections G/W1R06/02.2 pair cable for CCTV System in Existing pipe .Duct using neccessery clamps bolts etc Complete. (GEM-I-5116877-22724894784). Completed as per Engineer Incharge Each 54.5 54.5 220.0 False None None False None False 11990.0 0 2642928 82308 None item144 Supplying and Drawing 6F Armoured Optocle Fibre in Exisintg Pipe Duct Using necessery clamps bolts etc complete. (GEM-I-5116877-70580514194). Completed as per Engineer Incharge Each 69.07 69.07 300.0 False None None False None False 20721.0 0 2642929 82308 None item145 Supplying, erecting, testing & commissioning of OFF- LINE UPS system suitable for operation on 230V, 50Hz, A/C supply, with all accessories complete and Excluding batteries and wiring complete 2 kVA OFF LINE UPS. Completed as per Engineer Incharge Each 21293.0 21293.0 2.0 False None None False None False 42586.0 0 2642930 82308 None item146 Supplying, installation, testing & commissioning of 12V DC, AH batteries in poly propylene container for U.P.S. Sealed maintenance free batteries. 150 AH capacity . Completed as per Engineer Incharge Each 15895.0 15895.0 5.0 False None None False None False 79475.0 0 2642931 82308 None item147 Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers’s method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15percent, b) Above 30 M - 30percent (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. (P-No 140, It No 12.4,Vol-V BWSSB SR 2023-24) No 5288.0 5288.0 2.0 False None None False None False 10576.0 0 2642932 82308 None item148 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (P-No 139,It No 12.1 Vol-V BWSSB SR 2023-24) 0.00 to 50.00m Mtr 370.0 370.0 100.0 False None None False None False 37000.0 0 2642933 82308 None item149 50 to 100 m Mtr 464.0 464.0 100.0 False None None False None False 46400.0 0 2642934 82308 None item150 100 to 150 m Mtr 493.0 493.0 100.0 False None None False None False 49300.0 0 2642935 82308 None item151 150 to 200 m Mtr 572.0 572.0 100.0 False None None False None False 57200.0 0 2642936 82308 None item152 200 to 250 m Mtr 671.0 671.0 100.0 False None None False None False 67100.0 0 2642937 82308 None item153 250 to 300 m Mtr 740.0 740.0 100.0 False None None False None False 74000.0 0 2642938 82308 None item154 300 to 350 m Mtr 868.0 868.0 100.0 False None None False None False 86800.0 0 2642939 82308 None item155 Providing and fixing PVC pipe - OD 250mm and 6 Kg/sqcm (P-No A-44,Sl No-651 Vol-V BWSSB SR 2023-24) Mtr 1100.0 1100.0 40.0 False None None False None False 44000.0 0 2642940 82308 None item156 Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty.(P-No 143,It No 12.32 Vol-V BWSSB SR 2023-24) Each 1933.0 1933.0 22.0 False None None False None False 42526.0 0 2642941 82308 None item157 Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments,(P-No 143,It No 12.33 Vol-V BWSSB SR 2023-24) Each 150.0 150.0 3.66 False None None False None False 549.0 0 2642942 82308 None item158 Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per pecifications,as per necessary ammendments and instructions of engineer incharge of work. (For 10.00 HP -135 LPM @ 168m=12 STG Outlet Dia-2.00") P-No 152,It No 13.16.5 Vol-V BWSSB SR 2023-24) Each 43930.0 43930.0 2.0 False None None False None False 87860.0 0 2642943 82308 None item159 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 50mm Nominal Dia pipes (I.no-13.33.6 Vol-2 Page No 123 Vol II SR-2023-24) Mtr 793.1 793.1 660.0 False None None False None False 523446.0 0 2642944 82308 None item160 Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirming to13:8130-1984 and virgin grade PVC insulation and powder coating extruded PVC sheathed suitable for working voltage upto 1100 V as per IS-694:1990. 3CX4.0 sq.mm (PWD Ele SR Vol-VI 2023-24,P-7/It-2.6.2) Mtr 168.0 168.0 1320.0 False None None False None False 221760.0 0 2642945 82308 None item161 Gunmetal non-return valve-vertical (screwed end) 50 mm dia.(Vol-II SR 2023-24,Pg.No(A-25 /Sl no.425) Each 1188.0 1188.0 2.0 False None None False None False 2376.0 0 2642946 82308 None item162 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 50mm Nominal Bore :(SR 2023-24 Vol-II P.No 119 I.No 13.10.6) No 757.9 757.9 2.0 False None None False None False 1515.8 0 2642947 82308 None item163 Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for 50mm dia GI elbow(P-No 129,It No 11.7.6 Vol-V BWSSB SR 2023-24) No 267.0 267.0 2.0 False None None False None False 534.0 0 2642948 82308 None item164 Supply and delivery at site wrought middle steel (galvanized) GI hexagonal nipple confirming to IS 1239-II, 1991 with latest amendments if any.For 50mm dia GI Hexagonal Nipple(P-No 132,It No 11.14.6 Vol-V BWSSB SR 2023-24) No 213.0 213.0 2.0 False None None False None False 426.0 0 2642949 82308 None item165 Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any.. For 50 mm dia GI collar:(P-No 129,It No 11.6.6 Vol-V BWSSB SR 2023-24) Each 267.0 267.0 110.0 False None None False None False 29370.0 0 2642950 82308 None item166 Supply and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws.20"x20"x2.5", (PWD ELE SR 2023-24 Vol-VI P.no.14/I no.5.6.6) Each 326.13 326.13 2.0 False None None False None False 652.26 0 2642951 82308 None item167 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.(PWD Ele SR 2023-24 Vol-VI ,P-17/Sl no.5.18.6) 50-63 A DP No 1102.0 1102.0 2.0 False None None False None False 2204.0 0 2642952 82308 None item168 Supplying of TPST with rewirable porcelain channels in SM encloser made out of 14 SWG powder coated point of approved colour 32 amps (PWD Ele SR 2023-24 Vol-VI, P-14, It-5.5.1) No 1701.0 1701.0 2.0 False None None False None False 3402.0 0 2642953 82308 None item169 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C.(PWD Ele SR 2023-24 Vol-VI,P-19,It no.5.38) No 515.0 515.0 2.0 False None None False None False 1030.0 0 2642954 82308 None item170 Supplying fully automatic star-delta starter unit push button type with suitable wires, 3 contactors, one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440 V 3 phase and wired after fixing to the existing wooden board for motor. upto 12.5HP (PWD Ele SR 2023-24 Vol-VI,P-14,It no.-5.2.1) No 7455.0 7455.0 2.0 False None None False None False 14910.0 0 2642955 82308 None item171 Supplying and fixing single phase preventer using necessary wires over an existing panel board suitable for motor upto 20 HP capacities.(PWD Ele SR 2023-24 Vol-VI,P-14/Sl no.5.3) No 904.02 904.02 2.0 False None None False None False 1808.04 0 2642956 82308 None item172 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 confirming to latest amendments. I Group A 4sqmm (PWD-Ele-SR 2023-24, P-5, It no-2.3.4) Mtr 63.0 63.0 30.0 False None None False None False 1890.0 0 2642957 82308 None item173 Supplying, fixing and wiring heavy duty low voltage capacitors conforming to IS 2834. 3 phase, 400/440 V grade, for power factor improvement of rotating machineries like induction motor (PWD Ele SR 2023-24 Vol-VI ,P.No-19/Sl no.5.37) Kvar 480.0 480.0 4.0 False None None False None False 1920.0 0 2642958 82308 None item174 Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other quipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia.(P-No 157,It No 13.39 Vol-V BWSSB SR 2023-24) Each 3750.0 3750.0 4.0 False None None False None False 15000.0 0 2642959 82308 None item175 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. . In all kinds of soils. Depth upto 1.50m (P.No-10 I.No- 1.17.1 Vol-1 CSR-2023-24) Cum 288.2 288.2 29.7 False None None False None False 8559.54 0 2642960 82308 None item176 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 6sqmm,2 core(24 GI Wire-1.4mm)(Pg No 13,It No 32.01,Sl No 197,Material Code 287054 ESCOM SR 2023-24 Vol VI) Km 63406.0 63406.0 0.11 False None None False None False 6974.66 0 2642961 82308 None item177 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary 32 mm dia 2.5 mm thick(PWD Ele SR 2023-24 Vol-VI, P.No-2 ,It-1.3.3) Mtr 99.0 99.0 110.0 False None None False None False 10890.0 0 2642962 82308 None item178 Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Medium Duty GI pipe:: Medium Duty GI pipe of 25mm dia(P-No 127,It No 11.2.3 Vol-V BWSSB SR 2023-24) Mtr 322.0 322.0 8.0 False None None False None False 2576.0 0 2642963 82308 None item179 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 63 amps(PWD Ele SR 2023-24 Vol-VI,P-14,It-5.7.3) No 401.0 401.0 2.0 False None None False None False 802.0 0 2642964 82308 None item180 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.. Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m (PWD SR 2023-24 Vol-I, P.No 10, I.No 1.19.1) Cum 499.4 499.4 14.85 False None None False None False 7416.09 0 2642965 82308 None item181 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (external work ) - 50mm nominal OD pipes (PWD SR 2023-24 Vol-II, P-123, It-13.33.6) Mtr 793.1 793.1 110.0 False None None False None False 87241.0 0 2642966 82308 None item182 Providing and fixing normal gauge polythene pipes of approved quality with special flange pression type fittings of approved make including trench excavation and refilling etc. for EXTERNAL WORKS with: 50mm nominal bore pipes(P-No 191,It No 16.7.4 Vol-V BWSSB SR 2023-24) Mtr 139.0 139.0 110.0 False None None False None False 15290.0 0 2642967 82308 None item183 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. (PWD SR 2023-24 Volume I P.No 7 I.No 1.10) Cum 176.0 176.0 31.18 False None None False None False 5487.68 0 2642968 82308 None item184 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) 65 mm nominal bore PWD SR 2023-24 Volume II P.No 117 I.No :13.4.5 Each 1552.1 1552.1 4.0 False None None False None False 6208.4 0 2642969 82308 None item185 Providing and fixing brass stop cock of approved quality :15mm Nominal Bore(PWD SR 2023-24 Volume II P.No 117 I.No :13.3.1) Each 328.9 328.9 4.0 False None None False None False 1315.6 0 2642970 82308 None item186 BESCOM deposit Charges and miscellaneous No 10000.0 10000.0 2.0 False None None False None False 20000.0 0 2642971 82308 None item187 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m.Item No.1.4.1,Page No.(5), Vol I CSR 23-24 Cum 487.59 487.59 667.92 False None None False None False 325671.1128 0 2642972 82308 None item188 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately).Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates.Item No.2.1.3,Page No.15, Vol I CSR 23-24 Cum 6587.9 6587.9 109.08 False None None False None False 718608.132 0 2642973 82308 None item189 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other.appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately).M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Item No.2.4.2,Page No.16, Vol I CSR 23-24 Cum 9389.65 9389.65 215.88 False None None False None False 2027037.642 0 2642974 82308 None item190 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Item No.2.11h ,Page No.18, Vol-1 SR 23-24 Tonne 86912.1 86912.1 13.356 False None None False None False 1160798.0076 0 2642975 82308 None item191 Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete.Item No.17.14 Page No.177, Vol II SR-23-24 Sqm 1287.0 1287.0 540.0 False None None False None False 694980.0 0 2642976 82308 None item192 Providing & laying precast drain cover slab of 230 mm thickness in CM 1:3 including cost of all materials, labour, curing, transportation, loading, unloading etc, complete as per the directions of the Engineer In Charge.( 1.8 x 0.60 x 0.23) (Approved Data rate)(M25 Design Mix) Sqm 4356.0 4356.0 67.2 False None None False None False 292723.2 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1708063867000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1708063867000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1708063867000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1708063898000 0 None None ELIGIBILITY All the Terms and Conditions as per KW-4 Documents None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None None None None None None Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender) None None None None None None Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction) None None None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period) None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Contractor Registered Licence True Technical Bid Similar Nature of Workdone True Technical Bid Line of Credit True Technical Bid Assessed available tender Capacity True Technical Bid All the terms and Conditions as per KW-4 Bid Documents True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1708064378000 version 0 createdDate None modifiedDate None blockNumber O/o. Chief Engineer, 18th Cross, Ideal Homes, Rajarajeshwarinagara, Bangalore street None city Bengaluru state Karnataka pin 560098
tenderRecallDTO	None