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noticeInvitingTenderDTO	createdTs 1708330514522 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 660100.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 26-02-2024 16:00:00 tenderQueryClose 23-02-2024 15:00:00 technicalBidOpen 27-02-2024 16:00:01 publishedDate 19-02-2024 14:13:16 publishedByPost SJGCOHS_CEO_GPB publishedByUser KPE17021 - BALASAHEB KALAGOUD HERWADE PATIL bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 23-02-2024 15:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson A R Sangolli splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber None mobileNumber 9845272291 tenderSupplierList None
tenderSchedule	createdTs 1708330514543 version 7 createdDate None modifiedDate None tenderNumber SJGCOHS/2023-24/BD/WORK_INDENT2 title PROPOSED CONSTRUCTION PART OF 250 BEDDED MULTISPECIALITY HOSPITAL BUILDING & ADDITIONAL CONSTRUCTION OF GIRLS HOSTEL OF SECOND FLOOR AT J.G. CO-OPERATIVE HOSPITAL SOCIETY LTD GHATAPRABHA.CALL-2 description PROPOSED CONSTRUCTION PART OF 250 BEDDED MULTISPECIALITY HOSPITAL BUILDING & ADDITIONAL CONSTRUCTION OF GIRLS HOSTEL OF SECOND FLOOR AT J.G. CO-OPERATIVE HOSPITAL SOCIETY LTD GHATAPRABHA.CALL-2 category WORKS categoryText Works ecv 37293530.85 deptName Shri J G Co-Operative Hospital Socirty LTD status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 9690 locationName Shri J G Co-Operative Hospital Socirty LTD Ghataprabha provisionalAmount 44006659.0 groupOverheadTotal 0.0 fileNumber SJGCOHS/2023-24/001
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1708330515000 0 None None Buildings Proposed Construction part of 250 Bedded Multispeciality Hospital Building at J.G. Co-Operative Hospital Society LTD Ghataprabha. 25049961.63 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2692255 84681 None code01 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, arricading, 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.Vol 1 Sl no:1.14 Pg No:8. In ordinary/soft rock without blasting upto 1.5 m depth.Lower Ground Floor Cum 107.1 107.1 260.97 False None None False None False 27949.887 0 2692256 84681 None code02 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, arricading, 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.Vol 1 Sl no:1.14 Pg No:8. In ordinary/soft rock without blasting upto 1.5 m depth. Upper Ground Floor Cum 107.1 107.1 149.78 False None None False None False 16041.438 0 2692257 84681 None code03 Earth work excavation for Foundation by Mechanical means depth upto 1.50m,as per drawing and technical specifications, including setting out, shoring,strutting, barricading, caution lights, including cost of explosives, dressingof excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work.( SR 2021-22Vol 1 Sl no: 1.18.4 Pg.no:A62) (blasting prohibited).In Hard Rock Depth upto 1.50m .Lower Ground Floor Cum 705.6 705.6 873.8 False None None False None False 616553.28 0 2692258 84681 None code04 Earth work excavation for Foundation by Mechanical means depth upto 1.50m,as per drawing and technical specifications, including setting out, shoring,strutting, barricading, caution lights, including cost of explosives, dressingof excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work.( SR 2021-22Vol 1 Sl no: 1.18.4 Pg.no:A62) (blasting prohibited).In Hard Rock Depth upto 3m .Lower Ground Floor Cum 756.0 756.0 387.31 False None None False None False 292806.36 0 2692259 84681 None code05 Earth work excavation for Foundation by Mechanical means depth upto 1.50m,as per drawing and technical specifications, including setting out, shoring,strutting, barricading, caution lights, including cost of explosives, dressingof excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work( SR 2021-22Vol 1 Sl no: 1.18.4 Pg.no:A62) (blasting prohibited).In Hard Rock Depth upto 1.50m .Upper Ground Floor Cum 705.6 705.6 439.0 False None None False None False 309758.4 0 2692260 84681 None code06 Earth work excavation for Foundation by Mechanical means depth upto 1.50m,as per drawing and technical specifications, including setting out, shoring,strutting, barricading, caution lights, including cost of explosives, dressingof excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work.( SR 2021-22Vol 1 Sl no: 1.18.4 Pg.no:A62) (blasting prohibited).In Hard Rock Depth upto 3m .Upper Ground Floor Cum 756.0 756.0 186.83 False None None False None False 141243.48 0 2692261 84681 None code07 Earth work in surface excavation by manual means for lowering & levelling the ground by chiselling and wedging in Hard rock for all works other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out, barricading, caution lights, dressing of excavated surfaces, disposing off the excavated spalls/stuff & stacking the selected spall/ 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. (Vol 1 Sl no: 1.3 Pg no: 5)Lower Ground Floor Sqm 185.85 185.85 696.7048 False None None False None False 129482.58708 0 2692262 84681 None code08 Earth work in surface excavation by manual means for lowering & levelling the ground by chiselling and wedging in Hard rock for all works other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out, barricading, caution lights, dressing of excavated surfaces, disposing off the excavated spalls/stuff & stacking the selected spall/ 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. (Vol 1 Sl no: 1.3 Pg no: 5)Upper Ground Floor Sqm 185.85 185.85 29.8982 False None None False None False 5556.58047 0 2692263 84681 None code09 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.(PWD Common SR 2023-24 Vol-I Pg.No:11 Sl no: 1.23 )Lower Ground Floor Cum 2816.1 2816.1 148.1221 False None None False None False 417126.64581 0 2692264 84681 None code10 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.(PWD Common SR 2023-24 Vol-I Pg.No:11 Sl no: 1.23 )Upper Ground Floor Cum 2816.1 2816.1 83.8382 False None None False None False 236096.75502 0 2692265 84681 None code11 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 (PWD common SR Vol-I 2023-24 Pg.No.15 It.No.2.1.3)Lower Ground Floor Cum 6288.45 6288.45 74.061 False None None False None False 465728.89545 0 2692266 84681 None code12 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 (PWD common SR Vol-I 2023-24 Pg.No.15 It.No.2.1.3)Upper Ground Floor Cum 6288.45 6288.45 41.9191 False None None False None False 263606.164395 0 2692267 84681 None code13 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.(PWD common SR Vol-I 2023-24 Pg.No.7 It.No.1.9)Lower Ground Floor Cum 279.3 279.3 349.3818 False None None False None False 97582.33674 0 2692268 84681 None code14 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.(PWD common SR Vol-I 2023-24 Pg.No.7 It.No.1.9)Upper Ground Floor Cum 279.3 279.3 180.1499 False None None False None False 50315.86707 0 2692269 84681 None code15 Providing and laying in position 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. (PWD common SR Vol-1 2023-24 Pg.No.15 It.No.2.2.1) Lower Ground Floor.(M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates)Rcc Footing Cum 6601.35 6601.35 99.911 False None None False None False 659547.47985 0 2692270 84681 None code16 Providing and laying in position 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. (PWD common SR Vol-1 2023-24 Pg.No.15 It.No.2.2.1) Upper Ground Floor.(M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates)Rcc Footing Cum 6601.35 6601.35 32.0381 False None None False None False 211494.711435 0 2692271 84681 None code17 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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 necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (PWD common SR Vol-1 2023-24 Pg.No.15 It.No.2.3.1)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Lower Ground Floor.Rcc Retaining Wall Cum 6639.15 6639.15 18.176 False None None False None False 120673.1904 0 2692272 84681 None code18 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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 necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (PWD common SR Vol-1 2023-24 Pg.No.15 It.No.2.3.1)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates .Upper Ground Floor.Rcc Retaining Wall Cum 6639.15 6639.15 1.981 False None None False None False 13152.15615 0 2692273 84681 None code19 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).(PWD common SR Vol-1 2023-24 Pg.No.16 It.No.2.5.1)Column Shaft.Lower Ground Floor.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 33.9752 False None None False None False 236518.3548 0 2692274 84681 None code20 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).(PWD common SR Vol-1 2023-24 Pg.No.16 It.No.2.5.1)Column Shaft.Upper Ground Floor.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 40.4163 False None None False None False 281358.07245 0 2692275 84681 None code21 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).(PWD common SR Vol-1 2023-24 Pg.No.16 It.No.2.5.1)Plinth Beam.Lower Ground Floor.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 30.4802 False None None False None False 212187.9123 0 2692276 84681 None code22 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).(PWD common SR Vol-1 2023-24 Pg.No.16 It.No.2.5.1)Plinth Beam.Upper Ground Floor.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 18.4907 False None None False None False 128723.00805 0 2692277 84681 None code23 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).(PWD common SR Vol-1 2023-24 Pg.No.16 It.No.2.5.1)Lintel .Lower Ground Floor.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 2.5992 False None None False None False 18094.3308 0 2692278 84681 None code24 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).(PWD common SR Vol-1 2023-24 Pg.No.16 It.No.2.5.1)Lintel.Upper Ground Floor.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 10.8537 False None None False None False 75558.03255 0 2692279 84681 None code25 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).(PWD common SR Vol-1 2023-24 Pg.No.16 It.No.2.5.1)Slab Beam .Lower Ground Floor.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 28.563 False None None False None False 198841.3245 0 2692280 84681 None code26 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).(PWD common SR Vol-1 2023-24 Pg.No.16 It.No.2.5.1)Slab Beam.Upper Ground Floor.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 41.6497 False None None False None False 289944.38655 0 2692281 84681 None code27 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).(PWD common SR Vol-1 2023-24 Pg.No.16 It.No.2.5.1)Slab.Lower Ground Floor.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 69.33 False None None False None False 482640.795 0 2692282 84681 None code28 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).(PWD common SR Vol-1 2023-24 Pg.No.16 It.No.2.5.1)Slab.Upper Ground Floor.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 104.7633 False None None False None False 729309.71295 0 2692283 84681 None code29 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).(PWD common SR Vol-1 2023-24 Pg.No.16 It.No.2.5.1)Chajja .Lower Ground Floor.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 1.8686 False None None False None False 13008.2589 0 2692284 84681 None code30 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).(PWD common SR Vol-1 2023-24 Pg.No.16 It.No.2.5.1)Chajja.Upper Ground Floor.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 6.073 False None None False None False 42277.1895 0 2692285 84681 None code31 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).(PWD common SR Vol-1 2023-24 Pg.No.16 It.No.2.5.1)Staircase.Lower Ground Floor.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 2.2967 False None None False None False 15988.47705 0 2692286 84681 None code32 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).(PWD common SR Vol-1 2023-24 Pg.No.16 It.No.2.5.1)Sill .Lower Ground Floor.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 0.3291 False None None False None False 2291.02965 0 2692287 84681 None code33 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).(PWD common SR Vol-1 2023-24 Pg.No.16 It.No.2.5.1)Sill .Upper Ground Floor.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 5.777 False None None False None False 40216.5855 0 2692288 84681 None code34 Providing and removing centering, shuttering, strutting, propping etc., for removal of from work for columns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specifications.VOL 2 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate.Sl no 22,Pq no A17 .Footing .Lower Ground Floor.(8% on finished concrete rate) Cum 528.1 528.1 99.911 False None None False None False 52762.9991 0 2692289 84681 None code35 Providing and removing centering, shuttering, strutting, propping etc., for removal of from work for columns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specifications.VOL 2 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate.Sl no 22,Pq no A17 .Footing .Upper Ground Floor.(8% on finished concrete rate) Cum 528.1 528.1 32.0381 False None None False None False 16919.32061 0 2692290 84681 None code36 Providing and removing centering, shuttering, strutting, propping etc., for removal of from work for columns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specifications.VOL 2 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate.Sl no 22,Pq no A17 .Retaining wall .Lower Ground Floor.(10% on finished concrete rate) Cum 663.91 663.91 18.176 False None None False None False 12067.22816 0 2692291 84681 None code37 Providing and removing centering, shuttering, strutting, propping etc., for removal of from work for columns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specifications.VOL 2 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate.Sl no 22,Pq no A17 .Retaining wall .Upper Ground Floor.(10% on finished concrete rate) Cum 663.91 663.91 1.981 False None None False None False 1315.20571 0 2692292 84681 None code38 Providing and removing centering, shuttering, strutting, propping etc., for removal of from work for columns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specifications.VOL 2 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate.Sl no 22,Pq no A17 .Column Shaft.Lower Ground Floor.(70% on finished concrete rate) Cum 4873.04 4873.04 33.9752 False None None False None False 165562.508608 0 2692293 84681 None code39 Providing and removing centering, shuttering, strutting, propping etc., for removal of from work for columns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specifications.VOL 2 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate.Sl no 22,Pq no A17 .Column Shaft.Upper Ground Floor.(70% on finished concrete rate) Cum 4873.04 4873.04 40.4163 False None None False None False 196950.246552 0 2692294 84681 None code40 Providing and removing centering, shuttering, strutting, propping etc., for removal of from work for columns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specifications.VOL 2 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate.Sl no 22,Pq no A17 .Plinth Beam.Lower Ground Floor.(50% on finished concrete rate) Cum 3480.75 3480.75 30.4802 False None None False None False 106093.95615 0 2692295 84681 None code41 Providing and removing centering, shuttering, strutting, propping etc., for removal of from work for columns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specifications.VOL 2 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate.Sl no 22,Pq no A17 .Plinth Beam.Upper Ground Floor.(50% on finished concrete rate) Cum 3480.75 3480.75 18.4907 False None None False None False 64361.504025 0 2692296 84681 None code42 Providing and removing centering, shuttering, strutting, propping etc., for removal of from work for columns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specifications.VOL 2 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate.Sl no 22,Pq no A17 .Lintel.Lower Ground Floor.(60% on finished concrete rate) Cum 4176.9 4176.9 2.5992 False None None False None False 10856.59848 0 2692297 84681 None code43 Providing and removing centering, shuttering, strutting, propping etc., for removal of from work for columns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specifications.VOL 2 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate.Sl no 22,Pq no A17 .Lintel.Upper Ground Floor.(60% on finished concrete rate) Cum 4176.9 4176.9 10.8537 False None None False None False 45334.81953 0 2692298 84681 None code44 Providing and removing centering, shuttering, strutting, propping etc., for removal of from work for columns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specifications.VOL 2 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate.Sl no 22,Pq no A17 .Slab Beam.Lower Ground Floor.(60% on finished concrete rate) Cum 4176.9 4176.9 28.563 False None None False None False 119304.7947 0 2692299 84681 None code45 Providing and removing centering, shuttering, strutting, propping etc., for removal of from work for columns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specifications.VOL 2 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate.Sl no 22,Pq no A17 .Slab Beam.Upper Ground Floor.(60% on finished concrete rate) Cum 4176.9 4176.9 41.6497 False None None False None False 173966.63193 0 2692300 84681 None code46 Providing and removing centering, shuttering, strutting, propping etc., for removal of from work for columns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specifications.VOL 2 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate.Sl no 22,Pq no A17 .Slab .Lower Ground Floor.(50% on finished concrete rate) Cum 3480.75 3480.75 69.33 False None None False None False 241320.3975 0 2692301 84681 None code47 Providing and removing centering, shuttering, strutting, propping etc., for removal of from work for columns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specifications.VOL 2 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate.Sl no 22,Pq no A17 .Slab .Upper Ground Floor.(50% on finished concrete rate) Cum 3480.75 3480.75 104.7633 False None None False None False 364654.856475 0 2692302 84681 None code48 Providing and removing centering, shuttering, strutting, propping etc., for removal of from work for columns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specifications.VOL 2 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate.Sl no 22,Pq no A17 .Chajja .Lower Ground Floor.(45% on finished concrete rate) Cum 3132.67 3132.67 1.8686 False None None False None False 5853.707162 0 2692303 84681 None code49 Providing and removing centering, shuttering, strutting, propping etc., for removal of from work for columns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specifications.VOL 2 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate.Sl no 22,Pq no A17 .Chajja .Upper Ground Floor.(45% on finished concrete rate) Cum 3132.67 3132.67 6.073 False None None False None False 19024.70491 0 2692304 84681 None code50 Providing and removing centering, shuttering, strutting, propping etc., for removal of from work for columns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specifications.VOL 2 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate.Sl no 22,Pq no A17 .Staircase .Upper Ground Floor.(50% on finished concrete rate) Cum 3480.75 3480.75 2.2967 False None None False None False 7994.238525 0 2692305 84681 None code51 Providing and removing centering, shuttering, strutting, propping etc., for removal of from work for columns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specifications.VOL 2 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate.Sl no 22,Pq no A17 .Sill .Lower Ground Floor.(60% on finished concrete rate) Cum 4176.9 4176.9 0.3291 False None None False None False 1374.61779 0 2692306 84681 None code52 Providing and removing centering, shuttering, strutting, propping etc., for removal of from work for columns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specifications.VOL 2 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate.Sl no 22,Pq no A17 .Sill .Upper Ground Floor.(60% on finished concrete rate) Cum 4176.9 4176.9 5.777 False None None False None False 24129.9513 0 2692307 84681 None code53 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 (The laps and wastages shall not be measured separately)(Comn-SR V-I, Item No -2.11.a)Pg no:18.Lower Ground Floor Kg 93.92 93.92 25830.58 False None None False None False 2426008.0736 0 2692308 84681 None code54 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 (The laps and wastages shall not be measured separately)(Comn-SR V-I, Item No -2.11.a)Pg no:18.Upper Ground Floor Kg 93.92 93.92 22912.21 False None None False None False 2151914.7632 0 2692309 84681 None code55 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Comn-SR V-2,(Pg No.13 Sl no:6.1)Lower Ground Floor Cum 8631.0 8631.0 9.01 False None None False None False 77765.31 0 2692310 84681 None code56 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Comn-SR V-2,(Pg No.13 Sl no:6.1)Upper Ground Floor Cum 8631.0 8631.0 17.04 False None None False None False 147072.24 0 2692311 84681 None code57 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(Comn-SR V-2, Item No -6.7)Pg No:13 Lower Ground Floor Cum 8621.55 8621.55 32.064 False None None False None False 276441.3792 0 2692312 84681 None code58 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(Comn-SR V-2, Item No -6.7)Pg No:13 Upper Ground Floor Cum 8621.55 8621.55 80.742 False None None False None False 696121.1901 0 2692313 84681 None code59 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(Pg No.17 Sl no:6.31)VOL2 Lower Ground Floor Cum 8376.9 8376.9 7.15 False None None False None False 59894.835 0 2692314 84681 None code60 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(Pg No.17 Sl no:6.31)VOL2 Upper Ground Floor Cum 8376.9 8376.9 102.69 False None None False None False 860223.861 0 2692315 84681 None code61 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..(PWD common SR Vol-2 2023-24 Pg.No.85 It.No.11.28)Upper Ground Floor Kg 593.25 593.25 38.91 False None None False None False 23083.3575 0 2692316 84681 None code62 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 (Pg No.86 Sl no:11.34A)Comn-SR V-2, Lower Ground Floor Kg 176.4 176.4 702.28 False None None False None False 123882.192 0 2692317 84681 None code63 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 (Pg No.86 Sl no:11.34A)Comn-SR V-2, Upper Ground Floor Kg 176.4 176.4 1909.81 False None None False None False 336890.484 0 2692318 84681 None code64 Providing & fixing of 3-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 an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size - 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(PWD common SR Vol-2 2023-24 Pg.No.110 It.No.12.90)Lower Ground Floor Sqm 7070.7 7070.7 33.44 False None None False None False 236444.208 0 2692319 84681 None code65 Providing & fixing of 3-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 an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size - 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(PWD common SR Vol-2 2023-24 Pg.No.110 It.No.12.90)Upper Ground Floor Sqm 7070.7 7070.7 90.94 False None None False None False 643009.458 0 2692320 84681 None code66 Providing and laying flamed finish 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 rub bing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : ** Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent.(PWD common SR Vol-2 2023-24 Pg.No.63 It.No.9.23) Upper Ground Floor Sqm 2589.3 2589.3 14.94 False None None False None False 38684.142 0 2692321 84681 None code67 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.(PWD common SR Vol-2 2023-24 Pg.No.63 It.No.9.24)Lower Ground Floor Sqm 2994.6 2994.6 15.61 False None None False None False 46745.706 0 2692322 84681 None code68 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.(PWD common SR Vol-2 2023-24 Pg.No.63 It.No.9.24)Upper Ground Floor Sqm 2994.6 2994.6 52.11 False None None False None False 156048.606 0 2692323 84681 None code69 Providing and laying Polished Glazed Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% 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 600x1200 mm(PWD common SR Vol-2 2023-24 Pg.No.62 It.No.9.22.5) Lower Ground Floor Sqm 2089.5 2089.5 91.6 False None None False None False 191398.2 0 2692324 84681 None code70 Providing and laying Polished Glazed Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% 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 600x1200 mm(PWD common SR Vol-2 2023-24 Pg.No.62 It.No.9.22.5) upper Ground Floor Sqm 2089.5 2089.5 634.54 False None None False None False 1325871.33 0 2692325 84681 None code71 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg/m2, including pointing in white cement mixed with pigment of matching shade complete.( PWD Common SR Vol 2 Sl no: 10.14 Pg no: 71) Upper Ground Floor Sqm 1161.3 1161.3 548.43 False None None False None False 636891.759 0 2692326 84681 None code72 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.(PWD common SR Vol-2 2023-24 Pg.No.99 It.No.12.12) Lower Ground Floor Cum 130412.1 130412.1 0.19 False None None False None False 24778.299 0 2692327 84681 None code73 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.(PWD common SR Vol-2 2023-24 Pg.No.99 It.No.12.12) Upper Ground Floor Cum 130412.1 130412.1 2.014 False None None False None False 262649.9694 0 2692328 84681 None code74 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.-do- 35 mm thick one side teak and one side commercial (PWD common SR Vol-2 2023-24 Pg.No.105 It.No.12.57.5) Lower Ground Floor Sqm 4091.85 4091.85 11.89 False None None False None False 48652.0965 0 2692329 84681 None code75 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.-do- 35 mm thick one side teak and one side commercial (PWD common SR Vol-2 2023-24 Pg.No.105 It.No.12.57.5) Upper Ground Floor Sqm 4091.85 4091.85 87.32 False None None False None False 357300.342 0 2692330 84681 None code76 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 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( PWD Common SR Vol 2 Sl no: 8.4.1 Pg no: 41) Lower Ground Floor Sqm 339.15 339.15 416.03 False None None False None False 141096.5745 0 2692331 84681 None code77 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 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( PWD Common SR Vol 2 Sl no: 8.4.1 Pg no: 41) Upper Ground Floor Sqm 339.15 339.15 1588.16 False None None False None False 538624.464 0 2692332 84681 None code78 Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings 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 ( PWD Common SR Vol 2 Sl no: 8.10 Pg no: 43)Lower Ground Floor Sqm 221.55 221.55 454.99 False None None False None False 100803.0345 0 2692333 84681 None code79 Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings 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 ( PWD Common SR Vol 2 Sl no: 8.10 Pg no: 43)Upper Ground Floor Sqm 221.55 221.55 687.457 False None None False None False 152306.09835 0 2692334 84681 None code80 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/ stone 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. ( PWD Common SR Vol 2 Sl no: 8.6.2 Pg no: 42)Lower Ground Floor Sqm 450.45 450.45 183.35 False None None False None False 82590.0075 0 2692335 84681 None code81 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/ stone 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. ( PWD Common SR Vol 2 Sl no: 8.6.2 Pg no: 42)upper Ground Floor Sqm 450.45 450.45 470.6 False None None False None False 211981.77 0 2692336 84681 None code82 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.(PWD common SR Vol-2 2023-24 Pg.No.46 It.No.8.30)Lower Ground Floor Sqm 182.7 182.7 183.35 False None None False None False 33498.045 0 2692337 84681 None code83 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.(PWD common SR Vol-2 2023-24 Pg.No.46 It.No.8.30)upper Ground Floor Sqm 182.7 182.7 471.61 False None None False None False 86163.147 0 2692338 84681 None code84 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life) ( PWD Common SR Vol 2 Sl no: 8.33.1 Pg no: 46)Lower Ground Floor Sqm 165.9 165.9 871.03 False None None False None False 144503.877 0 2692339 84681 None code85 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life) ( PWD Common SR Vol 2 Sl no: 8.33.1 Pg no: 46)upper Ground Floor Sqm 165.9 165.9 2276.56 False None None False None False 377681.304 0 2692340 84681 None code86 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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..(PWD common SR Vol-2 2023-24 Pg.No.48 It.No.8.41)Lower Ground Floor Sqm 175.35 175.35 33.44 False None None False None False 5863.704 0 2692341 84681 None code87 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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..(PWD common SR Vol-2 2023-24 Pg.No.48 It.No.8.41)upper Ground Floor Sqm 175.35 175.35 90.94 False None None False None False 15946.329 0 2692342 84681 None code88 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge (PWD common SR Vol-2 2023-24 Pg.No.50 It.No.8.51)lower Ground Floor Sqm 105.0 105.0 871.03 False None None False None False 91458.15 0 2692343 84681 None code89 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge (PWD common SR Vol-2 2023-24 Pg.No.50 It.No.8.51)Upper Ground Floor Sqm 105.0 105.0 2276.56 False None None False None False 239038.8 0 2692344 84681 None code90 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 400% 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.(PWD common SR Vol-2 2023-24 Pg.No.149 It.No.15.1)Upper Ground Floor Sqm 857.85 857.85 38.65 False None None False None False 33155.9025 0 2692345 84681 None code91 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, asement 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 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications.(PWD common SR Vol-2 2023-24 Pg.No.5 It.No.4.1) Lower Ground Floor Sqm 123.9 123.9 454.9912 False None None False None False 56373.40968 0 2692346 84681 None code92 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, asement 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 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications.(PWD common SR Vol-2 2023-24 Pg.No.5 It.No.4.1) Upper Ground Floor Sqm 123.9 123.9 208.4248 False None None False None False 25823.83272 0 2692347 84681 None code93 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in charge. (Glazing, paneling and dash fasteners to be paid for separately) :For Fixed Portion : Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) including cost of materials, labour, usage charges of machinery complete as per specifications..(PWD common SR Vol-2 2023-24 Pg.No.87 It.No.11.35.1.1)Lower Ground Floor Kg 474.6 474.6 118.9042 False None None False None False 56431.93332 0 2692348 84681 None code94 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in charge. (Glazing, paneling and dash fasteners to be paid for separately) :For Fixed Portion : Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) including cost of materials, labour, usage charges of machinery complete as per specifications..(PWD common SR Vol-2 2023-24 Pg.No.87 It.No.11.35.1.1)upper Ground Floor Kg 474.6 474.6 475.6171 False None None False None False 225727.87566 0 2692349 84681 None code95 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/ m²) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(PWD common SR Vol-2 2023-24 Pg.No.89 It.No.11.37.1.Lower Ground Floor Sqm 1037.4 1037.4 2.2294 False None None False None False 2312.77956 0 2692350 84681 None code96 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/ m²) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(PWD common SR Vol-2 2023-24 Pg.No.89 It.No.11.37.1.Upper Ground Floor Sqm 1037.4 1037.4 8.9178 False None None False None False 9251.32572 0 2692351 84681 None code97 Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured.(PWD common SR Vol-2 2023-24 Pg.No.184 It.No.18.7)Lower Ground FLoor Sqm 8349.6 8349.6 31.1194 False None None False None False 259834.54224 0 2692352 84681 None code98 Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured.(PWD common SR Vol-2 2023-24 Pg.No.184 It.No.18.7)Upper Ground FLoor Sqm 8349.6 8349.6 31.1194 False None None False None False 259834.54224 0 2692353 84681 None code99 Providing & Laying Trimix vaccum Dewatering with Reinforced Cement concrete florring (thickness 50mm to 125mm) using M20 Grade Concrete including the cost of side shuttering with MS Channels,Floors using TREMIX or equivalent over item no 5.4 and finishing the top surface to required level/slope and grade with rough/broom finish using power trowels(both fan & disc) of standard make including curing,providing and mixing of hardening compound @ 2kg/Sqm, cutting of VDF floor 100-150mm thick the diamond saw system (disposal os debris to be included in the quoted rate)as per specification including filling of colpor of Fosroc make eetc.complete as per specification and drawing. (Maximum thickness of RCC Flooring shall be of 150mm) at all heights/depths and level.Lower Ground Floor.Market Rate Sqm 1200.0 1200.0 359.4996 False None None False None False 431399.52 0 2692354 84681 None code100 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications (PWD common SR Vol-2 2023-24 Pg.No.104 It.No.12.51)Lower Ground Floor Nos 1066.8 1066.8 3.0 False None None False None False 3200.4 0 2692355 84681 None code101 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications (PWD common SR Vol-2 2023-24 Pg.No.104 It.No.12.51)Upper Ground Floor Nos 1066.8 1066.8 35.0 False None None False None False 37338.0 0 2692356 84681 None code102 Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary (PWD COMMON SR VOL - VI. Part III Pg.no 2 Sl.no 1.2 )1.2.1 : 19/20 mm dia 2 mm thick Mtr 69.3 69.3 194.1481 False None None False None False 13454.46333 0 2692357 84681 None code103 Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary (PWD COMMON SR VOL - VI. Part III Pg.no 2 Sl.no 1.2 )1.2.2 : 25 mm dia 2 mm thick Mtr 81.9 81.9 537.94 False None None False None False 44057.286 0 2692358 84681 None code104 Groove Cutting) 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.(PWD COMMON SR VOL - VI. Part III Pg.no 2 Sl.no 1.3 ) 1.3.1 19/20 mm dia 2 mm thick Mtr 71.4 71.4 133.2215 False None None False None False 9512.0151 0 2692359 84681 None code105 Groove Cutting) 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.(PWD COMMON SR VOL - VI. Part III Pg.no 2 Sl.no 1.3 ) 1.3.2 : 25 mm dia 2 mm thick Mtr 82.95 82.95 310.8503 False None None False None False 25785.032385 0 2692360 84681 None code106 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall. (3 way) (PWD COMMON SR VOL - VI. Part III Pg.no 8 Sl.no 3.4 )3.4.1 1-2 Way Each 144.9 144.9 5.0 False None None False None False 724.5 0 2692361 84681 None code107 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall. (3 way) (PWD COMMON SR VOL - VI. Part III Pg.no 8 Sl.no 3.4 )3.4.2 : 3 way Each 166.95 166.95 15.0 False None None False None False 2504.25 0 2692362 84681 None code108 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 module) (PWD COMMON SR VOL - VI. Part III Pg.no 8 Sl.no 3.5 )3.5.1 1 to 2 Module Each 143.85 143.85 5.0 False None None False None False 719.25 0 2692363 84681 None code109 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 module) (PWD COMMON SR VOL - VI. Part III Pg.no 8 Sl.no 3.5 )3.5.2 : 3 module Each 169.05 169.05 15.0 False None None False None False 2535.75 0 2692364 84681 None code110 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (4-5 way) (PWD COMMON SR VOL - VI. Part III Pg.no 8 Sl.no 3.4 )3.4.3 : 4-5 way Each 185.85 185.85 25.0 False None None False None False 4646.25 0 2692365 84681 None code111 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. (4 Module) (PWD COMMON SR VOL - VI. Part III Pg.no 8 Sl.no 3.5 )3.4.3 : 4-5 way Each 183.75 183.75 25.0 False None None False None False 4593.75 0 2692366 84681 None code112 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. (8 Module) (PWD COMMON SR VOL - VI. Part III Pg.no 8 Sl.no 3.5 )3.5.5 : 8 Moudle Each 298.2 298.2 22.0 False None None False None False 6560.4 0 2692367 84681 None code113 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall ( 8 way ) (PWD COMMON SR VOL - VI. Part III Pg.no 8 Sl.no 3.4 )3.4.5 : 8 Way Each 274.05 274.05 22.0 False None None False None False 6029.1 0 2692368 84681 None code114 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. (6 module) (PWD COMMON SR VOL - VI. Part III Pg.no 8 Sl.no 3.5 )3.5.4 : 6 Module Each 245.7 245.7 18.0 False None None False None False 4422.6 0 2692369 84681 None code115 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall ( 6 Way) (PWD COMMON SR VOL - VI. Part III Pg.no 8 Sl.no 3.4 )3.4.4 : 6 Way Each 231.0 231.0 18.0 False None None False None False 4158.0 0 2692370 84681 None code116 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 (10-12 Module) (PWD COMMON SR VOL - VI. Part III Pg.no 8 Sl.no 3.5 )3.5.6 : 10-12 Module Each 361.2 361.2 16.0 False None None False None False 5779.2 0 2692371 84681 None code117 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall ( 10-12 Way) (PWD COMMON SR VOL - VI. Part III Pg.no 8 Sl.no 3.4 )3.4.6 : 10-12 Way Each 334.95 334.95 16.0 False None None False None False 5359.2 0 2692372 84681 None code118 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6Amps 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.(PWD COMMON SR VOL - VI. Part III Pg.no 5 Sl.no 2.1)2.1.1 : Short point upto 3Mtr from tapping point to out let via switch Each 299.25 299.25 64.0 False None None False None False 19152.0 0 2692373 84681 None code119 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6Amps 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.(PWD COMMON SR VOL - VI. Part III Pg.no 5 Sl.no 2.1)2.1.2 : Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch Each 413.7 413.7 48.0 False None None False None False 19857.6 0 2692374 84681 None code120 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6Amps 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 (PWD COMMON SR VOL - VI. Part III Pg.no 5 Sl.no 2.1)2.1.3 Long point above 6Mtr upto 10Mtr from tapping point to out let via switch Each 598.5 598.5 48.0 False None None False None False 28728.0 0 2692375 84681 None code121 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.(PWD COMMON SR VOL - VI. Part III Pg.no 9 Sl.no 3.6)3.6.1 : 6A One Way Switch Each 107.1 107.1 378.0 False None None False None False 40483.8 0 2692376 84681 None code122 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.(PWD COMMON SR VOL - VI. Part III Pg.no 9 Sl.no 3.6)3.6.2 : 6A Two Way Switch Each 174.3 174.3 46.0 False None None False None False 8017.8 0 2692377 84681 None code123 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.(PWD COMMON SR VOL - VI. Part III Pg.no 9 Sl.no 3.6)3.6.3 : 6A Three Way socket Each 179.55 179.55 28.0 False None None False None False 5027.4 0 2692378 84681 None code124 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.(PWD COMMON SR VOL - VI. Part III Pg.no 9 Sl.no 3.6)3.6.4 : Stepped Fan Regulator Two Module Each 374.85 374.85 42.0 False None None False None False 15743.7 0 2692379 84681 None code125 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.(PWD COMMON SR VOL - VI. Part III Pg.no 9 Sl.no 3.6) 3.6.6 : 600W Dimmer Each 345.45 345.45 25.0 False None None False None False 8636.25 0 2692380 84681 None code126 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.(PWD COMMON SR VOL - VI. Part III Pg.no 9 Sl.no 3.6)3.6.10 : 6/16A Universal Socket Each 247.8 247.8 40.0 False None None False None False 9912.0 0 2692381 84681 None code127 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.(PWD COMMON SR VOL - VI. Part III Pg.no 9 Sl.no 3.6)3.6.11 TV/Telephone Socket Each 163.8 163.8 46.0 False None None False None False 7534.8 0 2692382 84681 None code128 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.(PWD COMMON SR VOL - VI. Part III Pg.no 9 Sl.no 3.6)3.6.12 RJ45/I.O Outlet Cat-6 Each 353.85 353.85 46.0 False None None False None False 16277.1 0 2692383 84681 None code129 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 (PWD COMMON SR VOL - VI. Part III Pg.no 5 Sl.no 2.3)2.3.1 : 1 mm2 Mtr 19.95 19.95 1280.0 False None None False None False 25536.0 0 2692384 84681 None code130 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 (PWD COMMON SR VOL - VI. Part III Pg.no 5 Sl.no 2.3)2.3.2 : 1.5 mm2 Mtr 27.3 27.3 1350.0 False None None False None False 36855.0 0 2692385 84681 None code131 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 (PWD COMMON SR VOL - VI. Part III Pg.no 5 Sl.no 2.3)2.3.3 : 2.5 mm2 Mtr 44.1 44.1 2460.0 False None None False None False 108486.0 0 2692386 84681 None code132 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 (PWD COMMON SR VOL - VI. Part III Pg.no 5 Sl.no 2.3)2.3.4 : 4 mm2 Mtr 66.15 66.15 1050.0 False None None False None False 69457.5 0 2692387 84681 None code133 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 COMMON SR VOL - VI. Part III Pg.no 17 Sl.no 5.18)5.18.1 6-32 A SP Each 435.75 435.75 15.0 False None None False None False 6536.25 0 2692388 84681 None code134 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 COMMON SR VOL - VI. Part III Pg.no 17 Sl.no 5.18)5.18.4 6-32 A DP Each 775.95 775.95 12.0 False None None False None False 9311.4 0 2692389 84681 None code135 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, 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.(PWD COMMON SR VOL - VI. Part III Pg.no 18 Sl.no 5.19) Double Door.5.19.12 : 6 Way TP & N Each 5187.0 5187.0 4.0 False None None False None False 20748.0 0 2692390 84681 None code136 Supplying and drawing UTP-CAT 6E LAN cable..(PWD COMMON SR VOL - VI. Part III Pg.no 36 Sl.no 8.1) m 39.9 39.9 60.0 False None None False None False 2394.0 0 2692391 84681 None code137 Supply of round/square recess/surface mounted rolling type LED Down light with ...... W GU 10 LED Lamp Rib Fabricated from diecast aluminium with white powder coated prewired to mains connector & has swivelling unit of aluminium die cast eye ball & LED Lamp position retained by circular wire spring, with Life of 25000 burning hours & 70% lumen maintenance with CRI greater than 80. Power Input: 220-240V @50/60Hz & Power factor greater than 0.9 along with CE approved. 2years Warranty against any manufacturing defect working under standard electrical condition(PWD COMMON SR VOL - VI. Part III Pg.no 44 Sl.no 11.5)11.5.2 : LED square or round down light 10-12W Each 929.25 929.25 75.0 False None None False None False 69693.75 0 2692392 84681 None code138 Supplying of recess mounting non integral type ........ LED w luminaire comprising of pressure decast/extruded aluminium housing, with spring loaded false ceiling clamps, Power LEDs with CCT 6500 degree K, CRI greater than70%. efficacy greater than 100 lumen per W, 120degree beam spread, life greater than25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF greater than 0.95, power loss should less than 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.(PWD COMMON SR VOL - VI. Part III Pg.no 44 Sl.no 11.6)11.6.4 : LED modular down light 2'x2' 40-42W No 5104.05 5104.05 25.0 False None None False None False 127601.25 0 2692393 84681 None code139 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.(PWD COMMON SR 2023-24 VOL-I Pg.no 6 Sl.no 1.6 )1.6.1 : In all kinds of soils. Depth upto 1.50m m 508.2 508.2 65.8335 False None None False None False 33456.5847 0 2692394 84681 None code140 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 COMMON SR 2023-24 VOL-I Pg.no 7 Sl.no 1.10 ) Cum 168.0 168.0 12.238 False None None False None False 2055.984 0 2692395 84681 None code141 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc(PWD COMMON SR 2023-24 VOL-V Pg.no 113 Sl.no 10.1 )a) PVC Pipe 140mm dia, 6kg/sq.cm & class 3 Mtr 613.2 613.2 111.0 False None None False None False 68065.2 0 2692396 84681 None code142 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc(PWD COMMON SR 2023-24 VOL-V Pg.no 113 Sl.no 10.1 )b) PVC Pipe 110mm dia, 6kg/sq.cm & class 3 Mtr 431.55 431.55 99.0 False None None False None False 42723.45 0 2692397 84681 None code143 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc(PWD COMMON SR 2023-24 VOL-V Pg.no 113 Sl.no 10.1 )c) PVC Pipe 90mm dia, 6kg/sq.cm & class 3 Mtr 308.7 308.7 90.0 False None None False None False 27783.0 0 2692398 84681 None code144 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc(PWD COMMON SR 2023-24 VOL-V Pg.no 113 Sl.no 10.1 )d) PVC Pipe 75mm dia, 6kg/sqcm & class 3 Mtr 231.0 231.0 84.0 False None None False None False 19404.0 0 2692399 84681 None code145 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc(PWD COMMON SR 2023-24 VOL-V Pg.no 113 Sl.no 10.1 )e) PVC Pipe 63mm dia, 6kg/sqcm & class 3 Mtr 169.05 169.05 63.0 False None None False None False 10650.15 0 2692400 84681 None code146 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.(PWD COMMON SR 2023-24 VOL-2 Pg.no 122 Sl.no 13.32 )a) 15 mm nominal dia pipes Mtr 324.45 324.45 275.0 False None None False None False 89223.75 0 2692401 84681 None code147 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.(PWD COMMON SR 2023-24 VOL-2 Pg.no 122 Sl.no 13.32 )b) 20 mm nominal dia pipes Mtr 397.95 397.95 258.0 False None None False None False 102671.1 0 2692402 84681 None code148 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.(PWD COMMON SR 2023-24 VOL-2 Pg.no 122 Sl.no 13.32 )c) 25 mm nominal dia pipes Mtr 500.85 500.85 285.0 False None None False None False 142742.25 0 2692403 84681 None code149 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.(PWD COMMON SR 2023-24 VOL-2 Pg.no 122 Sl.no 13.32 )d) 32 mm nominal dia pipes Mtr 584.85 584.85 195.0 False None None False None False 114045.75 0 2692404 84681 None code150 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :(PWD COMMON SR 2023-24 VOL-2 Pg.no 117 Sl.no 13.4 )a) 25 mm nominal bore No. 576.45 576.45 2.0 False None None False None False 1152.9 0 2692405 84681 None code151 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :(PWD COMMON SR 2023-24 VOL-2 Pg.no 117 Sl.no 13.4 )b) 32 mm nominal bore No. 627.9 627.9 2.0 False None None False None False 1255.8 0 2692406 84681 None code152 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :(PWD COMMON SR 2023-24 VOL-2 Pg.no 117 Sl.no 13.4 )c) 40 mm nominal bore No. 737.1 737.1 2.0 False None None False None False 1474.2 0 2692407 84681 None code153 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :(PWD COMMON SR 2023-24 VOL-2 Pg.no 117 Sl.no 13.4 )d) 50 mm nominal bore No. 897.75 897.75 2.0 False None None False None False 1795.5 0 2692408 84681 None code154 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :(PWD COMMON SR 2023-24 VOL-2 Pg.no 117 Sl.no 13.4 )e) 65 mm nominal bore No. 1481.55 1481.55 2.0 False None None False None False 2963.1 0 2692409 84681 None code155 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete (PWD COMMON SR 2023-24 VOL-2 Pg.no 117 Sl.no 13.5 )13.5.3 : 25 mm nominal bore Nos 348.6 348.6 8.0 False None None False None False 2788.8 0 2692410 84681 None code156 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.(PWD COMMON SR 2023-24 VOL-2 Pg.no 123 Sl.no 13.34 )Syntex Tanks Ltr 9.45 9.45 10000.0 False None None False None False 94500.0 0 2692411 84681 None code157 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay (non modular) bricks of class designation 3.5.:(PWD COMMON SR 2023-24 VOL-2 Pg.no 125 Sl.no 13.51) Each 1791.3 1791.3 6.0 False None None False None False 10747.8 0 2692412 84681 None code158 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :(PWD COMMON SR 2023-24 VOL-2 Pg.no 136 Sl.no 14.32 )Rectangular shape 453x357 mm Each 1068.9 1068.9 14.0 False None None False None False 14964.6 0 2692413 84681 None code159 Providing and fixing white vitreous china wash basin including making all connections but including the cost of fittings :(PWD COMMON SR 2023-24 VOL-2 Pg.no 135 Sl.no 14.25 ) Flat back wash basin of size 630x450 mm Each 1035.3 1035.3 14.0 False None None False None False 14494.2 0 2692414 84681 None code160 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:(PWD COMMON SR 2023-24 VOL-2 Pg.no 131 Sl.no 14.1 )White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Each 5128.2 5128.2 7.0 False None None False None False 35897.4 0 2692415 84681 None code161 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :(PWD COMMON SR 2023-24 VOL-2 Pg.no 131 Sl.no 14.3 )14.3.1 W.C. pan with ISI marked white solid plastic seat and lid Each 6275.85 6275.85 7.0 False None None False None False 43930.95 0 2692416 84681 None code162 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.(PWD COMMON SR 2023-24 VOL-2 Pg.no 134 Sl.no 14.16A ) Each 285.6 285.6 14.0 False None None False None False 3998.4 0 2692417 84681 None code163 Providing and fixing toilet paper holder :(PWD COMMON SR 2023-24 VOL-2 Pg.no 136 Sl.no 14.34 )14.34.1 : C.P. brass Each 638.4 638.4 14.0 False None None False None False 8937.6 0 2692418 84681 None code164 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete (PWD COMMON SR 2023-24 VOL-2 Pg.no 136 Sl.no 14.33 ) Each 951.3 951.3 14.0 False None None False None False 13318.2 0 2692419 84681 None code165 Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 g (PWD COMMON SR 2023-24 VOL-2 Pg.no 137 Sl.no 14.37.2) Each 333.9 333.9 14.0 False None None False None False 4674.6 0 2692420 84681 None code166 Providing and fixing brass stop cock of approved quality :(PWD COMMON SR 2023-24 VOL-2 Pg.no 117 Sl.no 13.3)13.3.1 : 15 mm nominal bore Nos 313.95 313.95 7.0 False None None False None False 2197.65 0 2692421 84681 None code167 Providing and fixing brass bib cock of approved quality :(PWD COMMON SR 2023-24 VOL-2 Pg.no 117 Sl.no 13.2.1)13.2.1 : 15 mm nominal bore Nos 300.3 300.3 7.0 False None None False None False 2102.1 0 2692422 84681 None code168 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 14.37.1 Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 g.(PWD COMMON SR 2023-24 VOL-2 Pg.no 137 Sl.no 14.37.1) Nos. 321.3 321.3 14.0 False None None False None False 4498.2 0 2692423 84681 None code169 Providing and fixing PVC (S.W.R) Gully Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete.(PWD COMMON SR 2023-24 VOL-2 Pg.no 127 Sl.no 13.58) Nos 363.3 363.3 14.0 False None None False None False 5086.2 0 2692424 84681 None code170 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete(PWD COMMON SR 2023-24 VOL-2 Pg.no 127 Sl.no 13.59) Nos 231.0 231.0 14.0 False None None False None False 3234.0 0 2692425 84681 None code171 Providing and fixing PTMT pillar cock of approved quality and colour.(PWD COMMON SR 2023-24 VOL-2 Pg.no 120 Sl.no 13.20)13.20.2 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 g Nos 329.7 329.7 14.0 False None None False None False 4615.8 0 2692426 84681 None code172 Providing and fixing Single lever wall mixer made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class(PWD COMMON SR 2023-24 VOL-2 Pg.no 140 Sl.no 14.59)Economy Nos. 3930.15 3930.15 14.0 False None None False None False 55022.1 0 2692427 84681 None code173 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :(PWD COMMON SR 2023-24 VOL-2 Pg.no 118 Sl.no 13.9)13.9.1 : 100 mm diameter Nos 269.85 269.85 14.0 False None None False None False 3777.9 0 2692428 84681 None code174 Providing and fixing gun metal non- return valve of approved quality (screwed end) :(PWD COMMON SR 2023-24 VOL-2 Pg.no 118 Sl.no 13.6.1.1)13.6.1 25 mm nominal bore,13.6.1.1 Horizontal Nos 651.0 651.0 8.0 False None None False None False 5208.0 0 2692429 84681 None code175 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931(PWD COMMON SR 2023-24 VOL-2 Pg.no 119 Sl.no 13.16) Nos 651.0 651.0 14.0 False None None False None False 9114.0 0 2692430 84681 None code176 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour (PWD COMMON SR 2023-24 VOL-2 Pg.no 137 Sl.no 14.40)14.40.1 : 450 mm long towel rail with total length of 495 mm 78 mm wide and effective height of 88 mm, weighing not less than 170 g. Each 501.9 501.9 14.0 False None None False None False 7026.6 0 1708330515000 0 None None Buildings Construction of Girls Hostel Second Floor at J.G.Co-Operative Hospital Society LTD Ghataprabha. 12243569.22 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2692431 84682 None code01 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.(PWD Common SR 2021-22 Vol-2 Pg.No.163 It.No.19.3) Cum 1990.11 1990.11 6.8537 False None None False None False 13639.616907 0 2692432 84682 None code02 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 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)..(PWD common SR Vol-1 2021-22 Pg.No.17 It.No.2.5.1)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.A) Column Shaft .Second Floor Cum 6456.62 6456.62 28.5131 False None None False None False 184098.251722 0 2692433 84682 None code03 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 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)..(PWD common SR Vol-1 2021-22 Pg.No.17 It.No.2.5.1)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Second FloorB) Rcc Lintel Cum 6456.62 6456.62 11.2318 False None None False None False 72519.464516 0 2692434 84682 None code04 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 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)..(PWD common SR Vol-1 2021-22 Pg.No.17 It.No.2.5.1)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Second Floor. C) Rcc Chajja / fins Cum 6456.62 6456.62 4.8924 False None None False None False 31588.367688 0 2692435 84682 None code05 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 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)..(PWD common SR Vol-1 2021-22 Pg.No.17 It.No.2.5.1)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Second Floor. D) Rcc Staircase Cum 6456.62 6456.62 3.3248 False None None False None False 21466.970176 0 2692436 84682 None code06 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 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)..(PWD common SR Vol-1 2021-22 Pg.No.17 It.No.2.5.1)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Second Floor. E) RCC Sill Cum 6456.62 6456.62 3.1899 False None None False None False 20595.972138 0 2692437 84682 None code07 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 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)..(PWD common SR Vol-1 2021-22 Pg.No.17 It.No.2.5.1)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Second Floor. F) RCC Slab Cum 6456.62 6456.62 27.0794 False None None False None False 174841.395628 0 2692438 84682 None code08 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 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)..(PWD common SR Vol-1 2021-22 Pg.No.17 It.No.2.5.1)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Second Floor.G) RCC Beam Cum 6456.62 6456.62 22.263 False None None False None False 143743.73106 0 2692439 84682 None code09 Providing and removing centering, shuttering, strutting, propping etc., for removal of from work for columns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specifications.VOL 2 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate.Sl no 22,Pq no A17. A) Column Shaft .Second Floor.( 70% on Finished Concrete Rate) Cum 4519.63 4519.63 28.5131 False None None False None False 128868.662153 0 2692440 84682 None code10 Providing and removing centering, shuttering, strutting, propping etc., for removal of from work for columns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specifications.VOL 2 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate.Sl no 22,Pq no A17. Second Floor.( 60% on Finished Concrete Rate).B) Rcc Lintel Cum 3873.97 3873.97 11.231 False None None False None False 43508.55707 0 2692441 84682 None code11 Providing and removing centering, shuttering, strutting, propping etc., for removal of from work for columns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specifications.VOL 2 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate.Sl no 22,Pq no A17. Second Floor.( 45% on Finished Concrete Rate) C) Rcc Chajja / fins Cum 2905.47 2905.47 4.8924 False None None False None False 14214.721428 0 2692442 84682 None code12 Providing and removing centering, shuttering, strutting, propping etc., for removal of from work for columns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specifications.VOL 2 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate.Sl no 22,Pq no A17. Second Floor.( 50% on Finished Concrete Rate) D) Rcc Staircase Cum 3228.31 3228.31 3.3248 False None None False None False 10733.485088 0 2692443 84682 None code13 Providing and removing centering, shuttering, strutting, propping etc., for removal of from work for columns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specifications.VOL 2 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate.Sl no 22,Pq no A17. Second Floor.( 60% on Finished Concrete Rate). E) RCC Sill Cum 3873.97 3873.97 3.1899 False None None False None False 12357.576903 0 2692444 84682 None code14 Providing and removing centering, shuttering, strutting, propping etc., for removal of from work for columns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specifications.VOL 2 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate.Sl no 22,Pq no A17. Second Floor.( 50% on Finished Concrete Rate). F) RCC Slab Cum 3228.31 3228.31 27.0794 False None None False None False 87420.697814 0 2692445 84682 None code15 Providing and removing centering, shuttering, strutting, propping etc., for removal of from work for columns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specifications.VOL 2 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate.Sl no 22,Pq no A17. Second Floor.( 60% on Finished Concrete Rate). G) RCC Beam Cum 3873.97 3873.97 22.263 False None None False None False 86246.19411 0 2692446 84682 None code16 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)(Comn-SR V-2, Item No -11.32)Pg no:84.Second Floor Kg 96.39 96.39 9369.9781 False None None False None False 903172.189059 0 2692447 84682 None code17 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(Comn-SR V-2, Item No -6.7)Pg No:13.Second Floor Cum 7391.69 7391.69 190.823 False None None False None False 1410504.46087 0 2692448 84682 None code18 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:3 (1 cement :3 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(PWD common SR Vol-2 2021-22 Pg.No.14 It.No.6.14)Second Floor Sqm 950.07 950.07 113.2097 False None None False None False 107557.139679 0 2692449 84682 None code19 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..(PWD common SR Vol-2 2021-22 Pg.No.83 It.No.11.28).Second Floor Kg 535.55 535.55 135.2406 False None None False None False 72428.10333 0 2692450 84682 None code20 Providing and fixing M.S. grills of required pattern in frames of win dows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.(Pg No.85 Sl no:11.34B)Comn-SR V-2,Second Floor. Kg 164.95 164.95 1692.0521 False None None False None False 279103.993895 0 2692451 84682 None code21 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :For Fixed Portion : Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) including cost of materials, labour, usage charges of machinery complete as per specifications.(PWD Building SR 2021-22 Vol-II Pg.No.86 It.No. 11.35.1.1)Second Floor Kg 384.52 384.52 564.0173 False None None False None False 216875.932196 0 2692452 84682 None code22 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/ m²) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(PWD Building SR 2021-22 Vol-II Pg.No.88 It.No. 11.37.1)Second Floor Sqm 854.74 854.74 80.5739 False None None False None False 68869.735286 0 2692453 84682 None code23 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, Cherry Red, Brown, Cat Eye, Lakared, River Pink, Orissa Blue or equivalent.(PWD common SR Vol-2 2021-22 Pg.No.63 It.No.9.24)Second Floor Sqm 3067.64 3067.64 33.1604 False None None False None False 101724.169456 0 2692454 84682 None code24 Providing and laying Polished Glazed Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% 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).(PWD common SR Vol-2 2021-22 Pg.No.63 It.No.9.22.5) Size of Tile 600x1200 mm.Second Floor Sqm 2195.76 2195.76 606.7335 False None None False None False 1332241.14996 0 2692455 84682 None code25 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete.(PWD Building SR 2021-22 Vol-II Pg.No.71 It.No.10.14).Second Floor Sqm 1027.18 1027.18 210.055 False None None False None False 215764.2949 0 2692456 84682 None code26 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.(PWD common SR Vol-2 2021-22 Pg.No.100 It.No.12.12).Second Floor Cum 80701.33 80701.33 1.5124 False None None False None False 122052.691492 0 2692457 84682 None code27 Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. 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).(PWD common SR Vol-2 2021-22 Pg.No.100 It.No.12.15)Second Floor Sqm 4879.95 4879.95 6.7812 False None None False None False 33091.91694 0 2692458 84682 None code28 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets ( core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 ( part-I) 1991. from manufacturer complete as per spcification.(PWD common SR Vol-2 2021-22 Pg.No.106 It.No.12.57.5)do- 35 mm thick one side teak and one side commercial.Second Floor Sqm 3689.95 3689.95 45.0237 False None None False None False 166135.201815 0 2692459 84682 None code29 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 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. (PWD Building SR 2021-22 Vol-II Pg.No.41 It.No. 8.4.1)Second Floor Sqm 288.12 288.12 1530.798 False None None False None False 441053.51976 0 2692460 84682 None code30 Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 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. (PWD common SR Vol-2 2021-22 Pg.No.43 It.No.8.10)Second Floor Sqm 183.15 183.15 177.6951 False None None False None False 32544.857565 0 2692461 84682 None code31 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement:n3 coarse sand) finished with a floating coat of neat cement to brick/stone 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.(PWD Building SR 2021-22 Vol-II Pg.No.42 It.No.8.6.2)Second Floor Sqm 386.66 386.66 1022.5626 False None None False None False 395384.054916 0 2692462 84682 None code32 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.(PWD common SR Vol-2 2021-22 Pg.No.46 It.No.8.30)Second Floor Sqm 145.67 145.67 1022.5626 False None None False None False 148956.693942 0 2692463 84682 None code33 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats ap plied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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.(PWD common SR Vol-2 2021-22 Pg.No.46 It.No.8.33.1)Second Floor Sqm 126.39 126.39 1708.4931 False None None False None False 215936.442909 0 2692464 84682 None code34 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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.(PWD Building SR 2021-22 Vol-II Pg.No.48 It.No. 8.41)Second Floor Sqm 139.24 139.24 80.5739 False None None False None False 11219.109836 0 2692465 84682 None code35 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.(PWD common SR Vol-2 2021-22 Pg.No.50 It.No.8.51)Second Floor Sqm 88.9 88.9 1708.4931 False None None False None False 151885.03659 0 2692466 84682 None code36 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..(PWD common SR Vol-2 2021-22 Pg.No.81 It.No.11.16.2) 90MMX90MMX4.5MM .Second Floor Kg 145.67 145.67 19177.6 False None None False None False 2793600.992 0 2692467 84682 None code37 Providing & fixing corrugated PUF sheet roofing 30mm thk including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge.(Market Rate)Second Floor Sqm 2150.0 2150.0 556.9702 False None None False None False 1197485.93 0 2692468 84682 None code38 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.(PWD Building SR 2021-22 Vol-II Pg.No. 105 It.No. 12.51)Second Floor Nos 1582.02 1582.02 39.0 False None None False None False 61698.78 0 2692469 84682 None code39 Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., andrunning before concreting the slab. The conduit should be tiedto the reinforcement rods by using binding wires and unusedways of junction boxes and pipe ends should be coveredusing PVC end enclosures, run with 18SWG GI fish wirewherever necessary no 1 Sl no:1.2.1) 1.2.1--19/20 mm dia 2 mm thick Mtr 64.05 64.05 621.5 False None None False None False 39807.075 0 2692470 84682 None code40 Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., andrunning before concreting the slab. The conduit should be tiedto the reinforcement rods by using binding wires and unusedways of junction boxes and pipe ends should be coveredusing PVC end enclosures, run with 18SWG GI fish wirewherever necessary no 1 Sl no:1.2.1) 1.2.2--25 mm dia 2 mm thick Mtr 73.5 73.5 136.8 False None None False None False 10054.8 0 2692471 84682 None code41 Groove cutting: Supplying 5mm dia, 19/20mm dia 2mm thick dia2mm/2.5mm thick heavy gauge PVC Conduit Pipe with bends, metal junction boxes adhesive paste etc., and bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18-SWG Gl fish wire run through out the conduit wherever necessary.(P no 1,1.3.1) 1.3.1 19/20 mm dia 2 mm thick Mtr 78.75 78.75 184.7 False None None False None False 14545.125 0 2692472 84682 None code42 Groove cutting: Supplying 5mm dia, 19/20mm dia 2mm thick dia2mm/2.5mm thick heavy gauge PVC Conduit Pipe with bends, metal junction boxes adhesive paste etc., and bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18-SWG Gl fish wire run through out the conduit wherever necessary.(P no 1,1.3.1) 1.3.2 25 mm dia 2 mm thick Mtr 84.0 84.0 14.8 False None None False None False 1243.2 0 2692473 84682 None code43 Supplying & flush mounting powder coated metal box suitable for mounting modular switch plate the box should be firmly flush mounted after groove cutting in brick /stone cc wall 1-3 way P no 5,3.4.1 Each 129.15 129.15 21.0 False None None False None False 2712.15 0 2692474 84682 None code44 Supplying & fixingn superior quality modular switch(Legrand) mounting polycorbonet plate with necessarysupporting back plate with required number of machine screws ,bolts nuts etc completeon the existing metal / pvc box 1-3 module sl no:3.5.1 pg no:5 Each 159.6 159.6 21.0 False None None False None False 3351.6 0 2692475 84682 None code45 Supplying & flush mounting powder coated metal box suitable for mounting modular switch plate the box should be firmly flush mounted after groove cutting in brick /stone cc wall 4-5 way P no 5,3.4.2 Each 144.9 144.9 36.0 False None None False None False 5216.4 0 2692476 84682 None code46 Supplying & fixingn superior quality modular switch(Legrand) mounting polycorbonet plate with necessarysupporting back plate with required number of machine screws ,bolts nuts etc completeon the existing metal / pvc box 4 module sl no:3.5.2 pg no:5 Each 183.75 183.75 36.0 False None None False None False 6615.0 0 2692477 84682 None code47 Supplying & fixingn superior quality modular switch(Legrand) mounting polycorbonet plate with necessarysupporting back plate with required number of machine screws ,bolts nuts etc completeon the existing metal / pvc box 8 module P no 5, 3.5.4 Each 317.1 317.1 19.0 False None None False None False 6024.9 0 2692478 84682 None code48 Supplying & flush mounting powder coated metal box suitable for mounting modular switch plate the box should be firmly flush mounted after groove cutting in brick /stone cc wall 8 way P no 5, sl no:3.4.4 Each 262.5 262.5 19.0 False None None False None False 4987.5 0 2692479 84682 None code49 Supplying & fixingn superior quality modular switch(Legrand) mounting polycorbonet plate with necessarysupporting back plate with required number of machine screws ,bolts nuts etc completeon the existing metal / pvc box 6 module P no 5, sl no:3.5.3 Each 256.2 256.2 26.0 False None None False None False 6661.2 0 2692480 84682 None code50 Supplying & flush mounting powder coated metal box suitable for mounting modular switch plate the box should be firmly flush mounted after groove cutting in brick /stone cc wall 6 way P no 5, sl no:3.4.3 Each 222.6 222.6 26.0 False None None False None False 5787.6 0 2692481 84682 None code51 Supplying & fixingn superior quality modular switch(Legrand) mounting polycorbonet plate with necessarysupporting back plate with required number of machine screws ,bolts nuts etc completeon the existing metal / pvc box 12 module P no 5, sl no:3.5.5 Each 381.15 381.15 5.0 False None None False None False 1905.75 0 2692482 84682 None code52 Supplying & flush mounting powder coated metal box suitable for mounting modular switch plate the box should be firmly flush mounted after groove cutting in brick /stone cc wall 12 way P no 5, sl no:3.4.5 Each 341.25 341.25 5.0 False None None False None False 1706.25 0 2692483 84682 None code53 Point wiring using copper wire with switches Suppling & wiring adopting loop system in existing PVC Conduct / casing caping using copper PVC insulated multistand 2x1.5 sqmm and 1X1.0Sqmm(Earth wire) FRLS Multi stand PVC insulated copper wire (confirming to IS 694 and latest amendments) with a 6Amps 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. P/05, I/9 Short point [ upto 3.0 mtr. length ]P no 5, sl no:2.1.1 Each 289.8 289.8 4.0 False None None False None False 1159.2 0 2692484 84682 None code54 Point wiring using copper wire with switches Suppling & wiring adopting loop system in existing PVC Conduct / casing caping using copper PVC insulated multistand 2x1.5 sqmm and 1X1.0Sqmm(Earth wire) FRLS Multi stand PVC insulated copper wire (confirming to IS 694 and latest amendments) with a 6Amps 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. P/05, I/9 Medium point [ Above 3.0 mtr. to 6.0 m.length ] P no 5, sl no:2.1.2 Each 405.3 405.3 18.0 False None None False None False 7295.4 0 2692485 84682 None code55 Point wiring using copper wire with switches Suppling & wiring adopting loop system in existing PVC Conduct / casing caping using copper PVC insulated multistand 2x1.5 sqmm and 1X1.0Sqmm(Earth wire) FRLS Multi stand PVC insulated copper wire (confirming to IS 694 and latest amendments) with a 6Amps 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. P/05, I/9 Long point [ Above 6.0 mtr. to 10.0 m.length ] P no 5, 2.1.3 Each 595.35 595.35 63.0 False None None False None False 37507.05 0 2692486 84682 None code56 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.sl no:3.6 pg no:53.6.1 6A One Way Switch Each 92.4 92.4 193.0 False None None False None False 17833.2 0 2692487 84682 None code57 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.sl no:3.6 pg no:53.6.2 6A Two Way Switch Each 159.6 159.6 20.0 False None None False None False 3192.0 0 2692488 84682 None code58 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.sl no:3.6 pg no:53.6.3 6A Three Way socket Each 170.1 170.1 45.0 False None None False None False 7654.5 0 2692489 84682 None code59 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.sl no:3.6 pg no:53.6.4 Stepped Fan Regulator Two Module Each 328.65 328.65 24.0 False None None False None False 7887.6 0 2692490 84682 None code61 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.sl no:3.6 pg no:53.6.11 6/16A Universal Socket Each 261.45 261.45 6.0 False None None False None False 1568.7 0 2692491 84682 None code64 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.sl no: 2.3 pg no: 32.3.2 1.5 mm2 Mtr 27.3 27.3 658.65 False None None False None False 17981.145 0 2692492 84682 None code65 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.sl no: 2.3 pg no: 32.3.3 2.5 mm2 Mtr 42.0 42.0 1467.8 False None None False None False 61647.6 0 2692493 84682 None code66 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.sl no: 2.3 pg no: 32.3.4 4 mm2 Mtr 61.95 61.95 562.1 False None None False None False 34822.095 0 2692494 84682 None code67 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.Sl no:5.17 pg no:135.17.1 6-32 A SP Each 549.15 549.15 8.0 False None None False None False 4393.2 0 2692495 84682 None code68 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.Sl no:5.17 pg no:135.17.4 6-32 A DP Each 1158.15 1158.15 3.0 False None None False None False 3474.45 0 2692496 84682 None code69 Supplying and fixing regular MCB distribution boards on wall/ood 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.sl no:5.18 pg no:13.Double Door5.18.12 6 Way TP & N Each 3921.75 3921.75 1.0 False None None False None False 3921.75 0 2692497 84682 None code70 Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply.Sl no:6.1 Pg no:22 Each 1619.1 1619.1 16.0 False None None False None False 25905.6 0 2692498 84682 None code71 Supplying and drawing UTP-CAT 6E LAN cable.Sl no:8.1 Pg no:27 m 35.7 35.7 90.0 False None None False None False 3213.0 0 2692499 84682 None code72 Supplying and fixing regular MCB distribution boards on wall/ood 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.Sl no:5.18 (5.18.8 & 5.18.9) Pg no:13.8 Way SP & N No 1779.75 1779.75 8.0 False None None False None False 14238.0 0 2692500 84682 None code73 Supplying and fixing regular MCB distribution boards on wall/ood 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.Sl no:5.18 (5.18.8 & 5.18.9) Pg no:13.12 Way SP & N No 2170.35 2170.35 2.0 False None None False None False 4340.7 0 2692501 84682 None code74 Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board.5.19.8 32-40A 4 pole No 4910.85 4910.85 1.0 False None None False None False 4910.85 0 2692502 84682 None code75 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, includ ing setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavat ed surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m in cluding cost of labour, tools, usage& other appurtenances required to complete the work.sl no:1.7 pg no:A(59).1.7.1 In all kinds of soils. Depth upto 1.50m .Excavation for plumbing line Cum 437.85 437.85 3.78 False None None False None False 1655.073 0 2692503 84682 None code76 Refilling available earth around pipe lines, cables in layers not exceeding 20cms in depth, compacting each deposited layer by ramming after watering with lead up to 50m.and lift up to 1.5m including cost of all labour complete as per specifications.P.No.-A(60) Sl no:1.11..I) Ground floor Cum 110.88 110.88 3.78 False None None False None False 419.1264 0 2692504 84682 None code77 Providing and fixing to wall,ceiling and floor high density polyethylene pipes 6 kg/sq.cm working pressure 32mm outside diameter compression type fittings,wall clips,making good the wall,ceiling and floor,including cost of all materials,labour charges,HOM for rain water downn take pipeVOL 5,.P.No.-134,1.8,1.5,1.4.a) PVC Pipe 140mm dia III) Second floor Mtr 607.31 607.31 85.0 False None None False None False 51621.35 0 2692505 84682 None code78 Providing and fixing to wall,ceiling and floor high density polyethylene pipes 6 kg/sq.cm working pressure 32mm outside diameter compression type fittings,wall clips,making good the wall,ceiling and floor,including cost of all materials,labour charges,HOM for rain water downn take pipeVOL 5,.P.No.-134,1.8,1.5,1.4.b) PVC Pipe 75mm dia. III) Second floor Mtr 224.93 224.93 73.15 False None None False None False 16453.6295 0 2692506 84682 None code79 Providing and fixing to wall,ceiling and floor high density polyethylene pipes 6 kg/sq.cm working pressure 32mm outside diameter compression type fittings,wall clips,making good the wall,ceiling and floor,including cost of all materials,labour charges,HOM for rain water downn take pipeVOL 5,.P.No.-134,1.8,1.5,1.4.. c) PVC Pipe 63mm dia III) Second floor Mtr 163.88 163.88 65.0 False None None False None False 10652.2 0 2692507 84682 None code80 Providing and fixing 3 layer PP-R (Poly Propylene Random Copolymer) pipes confirming to IS.15801, UV stabilized and anti-microbial fusion welded, having thermal stability for hot and cold water supply, including all PP-R plain and brass threaded polypropylene random fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-In- Charge.(vol 5,Pg no 81 Sl no:B170).APVC 32mm Pipe II) Second floor Mtr 336.32 336.32 80.0 False None None False None False 26905.6 0 2692508 84682 None code81 Providing and fixing 3 layer PP-R (Poly Propylene Random Copolymer) pipes confirming to IS.15801, UV stabilized and anti-microbial fusion welded, having thermal stability for hot and cold water supply, including all PP-R plain and brass threaded polypropylene random fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-In- Charge.(vol 5,Pg no 81 Sl no:B170).25mm pipe... II) Second floor Mtr 243.14 243.14 65.0 False None None False None False 15804.1 0 2692509 84682 None code82 Providing and fixing 3 layer PP-R (Poly Propylene Random Copolymer) pipes confirming to IS.15801, UV stabilized and anti-microbial fusion welded, having thermal stability for hot and cold water supply, including all PP-R plain and brass threaded polypropylene random fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-In- Charge.(vol 5,Pg no 81 Sl no:B170) 50mm pipe. II) Second floor Mtr 669.44 669.44 50.0 False None None False None False 33472.0 0 2692510 84682 None code83 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete VOL 2(pg no:113, sl no:13.5).25 mm nominal bore Nos 411.3 411.3 2.0 False None None False None False 822.6 0 2692511 84682 None code84 Providing and placing on terrace, polyethylene water storage tanks with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour transport charges, HOM of equipments and testing complete as per specifications.(FOR 1000 liter capacity)( MARKET RATE) Syntex Tanks Nos 8000.0 8000.0 4.0 False None None False None False 32000.0 0 2692512 84682 None code85 Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover..(Pg no:187,vol5,10,T130C) I) Ground floor Nos 4138.74 4138.74 2.0 False None None False None False 8277.48 0 2692513 84682 None code86 Providing and fixing 453X357mm rectangular shape mirror with plastic moulded frame of approved make and shape with 6mm thick hard board backing including cost of materials,labour complete as per Specifications.P.No-126/14.32.2 (vol 2) Nos 930.79 930.79 12.0 False None None False None False 11169.48 0 2692514 84682 None code87 Providing and fixing white vitreous china clay, angle back wash basin size 600x480mm with a single of 15mm C.P brass pillar tap with C.I / M.S. brackets,32mm C.P.brass waste of standard pattern,painting of fitting and brackets,cutting and making good the wall and floor wherever required,with Granite platform using floronite series fittings, including cost of materials, labour complete as per specification. Vol2 P.No.-126,14.25.3 . Nos 1122.45 1122.45 14.0 False None None False None False 15714.3 0 2692515 84682 None code88 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :VOL2 P NO:121 SL NO:14.3).14.3.1 W.C. pan with ISI marked white solid plastic seat and lid Nos 5360.88 5360.88 5.0 False None None False None False 26804.4 0 2692516 84682 None code89 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:VOL2 P NO:123 SL NO:14.1.1).14.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Nos 4547.91 4547.91 5.0 False None None False None False 22739.55 0 2692517 84682 None code90 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.(Pg no:125 Sl no:14.16A)Vol 2 Nos 264.56 264.56 5.0 False None None False None False 1322.8 0 2692518 84682 None code91 Providing and fixing toilet paper holder .C.P. brass(Pg no:127 Sl no:14.34.1)Vol 2 Nos 514.13 514.13 16.0 False None None False None False 8226.08 0 2692519 84682 None code92 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brack ets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.(Pg no:127 Sl no:14.33)Vol 2 Nos 758.34 758.34 24.0 False None None False None False 18200.16 0 2692520 84682 None code93 Bottle trap 38 mm single piece moulded with height of 270 mm, effec tive length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms(Pg no:127 Sl no:14.37.2)Vol 2 Nos 261.34 261.34 14.0 False None None False None False 3658.76 0 2692521 84682 None code94 Providing and fixing brass stop cock of approved quality :sl no:13.3 pg no:113.)13.3.1 15 mm nominal bore Nos 349.18 349.18 16.0 False None None False None False 5586.88 0 2692522 84682 None code95 Providing and fixing in position brass bib cock of approved quality 15mm nominal bore including cost of all materials,labour and HOM of equipments with all leads floronite series complete as per specifications P.No-113/13.2.1 Nos 349.18 349.18 16.0 False None None False None False 5586.88 0 2692523 84682 None code96 Providing and fixing Nahani trap of approved quality including cost of all materials,labour and HOM of equipments with all leads complete as per specifications. Specification.(12.5cmsx7.5cms).(MR) Nos 305.26 305.26 22.0 False None None False None False 6715.72 0 2692524 84682 None code97 Providing and fixing to ss jali of standard make and as per Architects choice etc complete. (MR) Nos 267.77 267.77 16.0 False None None False None False 4284.32 0 2692525 84682 None code98 Providing and fixing push valve of standard make and as per Architects choice etc complete 15 mm dia.(MR) Nos 1300.0 1300.0 6.0 False None None False None False 7800.0 0 2692526 84682 None code99 Providing and fixing S.W gully trap 0.23x0.23 with B.B.M.chamber & C.I cover etc complete. P no 90, sl 12.112.1 sr 2018-2019 Nos 299.9 299.9 16.0 False None None False None False 4798.4 0 2692527 84682 None code100 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrange ment of approved quality and colour. P no 128,sl no:14.40.2 (Vol 2). 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 g. Nos 381.31 381.31 7.0 False None None False None False 2669.17 0 2692528 84682 None code101 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :vol 2 pg no:114 sl no.13.9.)13.9.1 100 mm diameter Nos 216.36 216.36 7.0 False None None False None False 1514.52 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1708330517000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1708330517000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1708330517000 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 1708330526000 0 None None ELIGIBILITY All other terms and conditions are as per tender document. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.2018-2019 to 2022-2023)(a)achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs 9 Crore. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevant Document None None None None All Tenderers shall provide the requested information accurately and in sufficient detail in Section 3: Qualification information. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevant Document None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.2018-2019 to 2022-2023)(c)executed in any one year, the following minimum quantities of work...Cement concrete (including RCC and PSC)-765 cum,earthwork in both excavation and embankment (combined quantities) 3198 cum Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevant Document None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.2018-2019 to 2022-2023)(d)The Tenderer or his identified sub-contractor should possess required valid electrical license for executing building electrification works and should have executed similar electrical works totaling Rs. 13 lakhs in any one year Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevant Document None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.2018-2019 to 2022-2023)(e)The Tenderer or his identified sub-contractor should possess valid license for executing water supply/sanitary engineering works and should have executed similar water supply/sanitary engineering works totaling Rs 15 lakhs in any one year Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevant Document None None None None Each Tenderer should further demonstrate(a)Availability by owning the following key and critical equipment for this work--Tippers,Concrete Mixer,Centering Materials,Vibrators,Scaffolding,Building Hoist,Cubes,Slump Cone Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevant Document None None None None liquid assets and /or availability of credit facilities of no less than Rs 130. Lakhs (Credit lines/ letter of credit/ certificates from banks for meeting the fund requirement etc. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevant Document None None None None Valid PWD Class-I contractor License Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevant Document None None None None GST registration copy Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None GST Registration None None None None PAN card copy Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- PAN card copy None None None None Submission of income tax return of latest year ,Statement of audited Account for last three Financial year, Permanent Account Number (PAN) allotted by the income Tax Department and other documents as per tender document is mandatory with technical bid. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevant Document None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.2018-2019 to 2022-2023)(b)satisfactorily completed(at least 90% of the contract value), as prime contractor, at least one similar work such as Buildings 5of value not less than Rs 4 Crore Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Relevant Document None None None None deleted Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- deleted None None None None deleted Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- deleted None None None None deleted Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- deleted
tenderCriterionDocumentList
tenderWorkLocationList
tenderAddress	createdTs 1708331629000 version 0 createdDate None modifiedDate None blockNumber Main Office of the Chief Executive officer at Shri.J.G Co-Operative Hospital Society Ltd, Ghataprabha street None city Ghataprabha state Karnataka pin 591306
tenderRecallDTO	None