createdTs	None
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noticeInvitingTenderDTO	createdTs 1717135592999 version 7 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 2990.00 emd 200000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 07-06-2024 16:00:00 tenderQueryClose 03-06-2024 16:00:00 technicalBidOpen 10-06-2024 16:00:00 publishedDate 31-05-2024 12:19:00 publishedByPost KHB_EE_CO_BNG publishedByUser KPE11677 - SHIVASHANKARAPPA K H bidValidityPeriod 180 noOfCalls 2 preBidMeetingDate 04-06-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson SHIVASHANKARAPPA K H 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 08022273511 mobileNumber 8022273511 tenderSupplierList None
tenderSchedule	createdTs 1717135593001 version 16 createdDate None modifiedDate None tenderNumber KHB/2023-24/BD/WORK_INDENT183/CALL-2 title Construction of Post Metric Girls Hostel 2nd Phase at Karatagi Village, Gangavati Taluk, Koppal District description Construction of Post Metric Girls Hostel 2nd Phase at Karatagi Village, Gangavati Taluk, Koppal District category WORKS categoryText Works ecv 11946011.01 deptName Karnataka Housing Board status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 5488 locationName KHB Central Office Bengaluru provisionalAmount 11946011.0 groupOverheadTotal None fileNumber 571/23-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1717135593000 1 None None Buildings Construction of Post Metric Girls Hostel 2nd Phase at Karatagi Village, Gangavati Taluk, Koppal District 11946011.01 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3207957 110401 None code01 EARTH WORK FOR BUILDING Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work- In all kinds of soils Depth upto 3 m Page No. 8 ,Sl. No1.14.1 B. VOL-1 Cum 107.1 107.1 2.79 False None None False None False 298.809 0 3207958 110401 None code02 EARTH WORK FOR BUILDING Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work- In all kinds of soils Depth upto Page No.8, Sl. No.1.15.1- VOL-1 Soft rock 20% OF THE TOTAL QUANTITY Cum 381.15 381.15 0.7 False None None False None False 266.805 0 3207959 110401 None code03 CC 1:4:8 For Bed Concrete 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 fineaggregates 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. - Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Sl.No 2.1.2, Page No.15- VOL-1 Cum 5947.2 5947.2 1.04 False None None False None False 6185.088 0 3207960 110401 None code04 STONE MASONRY Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) S.No. 5.4, Page No. 9,volume-II Cum 6708.45 6708.45 2.82 False None None False None False 18917.829 0 3207961 110401 None code05 EARTH REFILLING 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. SL.No 1.9, Page No.7 Volume-1 Cum 279.3 279.3 5.0152 False None None False None False 1400.74536 0 3207962 110401 None code06 RCC COLUMN 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.-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 70% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.17 Volume-I Cum 12581.1 12581.1 15.55 False None None False None False 195636.105 0 3207963 110401 None code07 RCC COLUMN 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.-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 70% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.17 Volume-I Head Room Cum 12706.91 12706.91 1.73 False None None False None False 21982.9543 0 3207964 110401 None code08 RCC COLUMN(DUMMY COLUMNS) 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.-- Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 70% ON CONCRETE ITEM) Page 15, Sl. No.2.1.4, Volume-I Cum 11430.27 11430.27 3.6 False None None False None False 41148.972 0 3207965 110401 None code09 PCC M15 FOR DPC 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 Using 20 mm nominal size graded crushed coarse aggregates Page 15, Sl. No.2.1.4, Volume-I Cum 6527.85 6527.85 0.7 False None None False None False 4569.495 0 3207966 110401 None code10 CC BLOCKS 200mm Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications S.No. 6.32, Page No.17, Volume-II GROUND FLOOR Sqm 1375.5 1375.5 3.18 False None None False None False 4374.09 0 3207967 110401 None code11 CC BLOCKS 200mm Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications S.No. 6.32, Page No.17, Volume-II FIRST FLOOR Sqm 1389.26 1389.26 6.9 False None None False None False 9585.894 0 3207968 110401 None code12 CC BLOCKS 200mm Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications S.No. 6.32, Page No.17, Volume-II SECOND FLOOR Sqm 1403.15 1403.15 6.88 False None None False None False 9653.672 0 3207969 110401 None code13 CC BLOCKS 200mm Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications S.No. 6.32, Page No.17, Volume-II THIRD FLOOR Sqm 1417.18 1417.18 428.19 False None None False None False 606822.3042 0 3207970 110401 None code14 CC BLOCKS 200mm Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications S.No. 6.32, Page No.17, Volume-II HEAD ROOM Sqm 1431.35 1431.35 27.71 False None None False None False 39662.7085 0 3207971 110401 None code15 BLOCK WALL 100mm Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. S.No. 6.34, Page No.17, Volume-II THIRD FLOOR Sqm 1193.85 1193.85 61.92 False None None False None False 73923.192 0 3207972 110401 None code16 SOLID BLOCK MASONRY 150 mm thick Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. SL.No. 6.33, Page No.17, Volume-II GROUND FLOOR Sqm 1292.55 1292.55 16.56 False None None False None False 21404.628 0 3207973 110401 None code17 SOLID BLOCK MASONRY 150 mm thick Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. SL.No. 6.33, Page No.17, Volume-II Terrace floor parapet Sqm 1331.33 1331.33 79.56 False None None False None False 105920.6148 0 3207974 110401 None code18 CC M10 FOR CILL 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 Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) SR 2023-24 Sl No.2.1.4, PageNo.15 Volume-I GROUND FLOOR Cum 10444.56 10444.56 1.61 False None None False None False 16815.7416 0 3207975 110401 None code19 CC M10 FOR CILL 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 Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) SR 2023-24 Sl No.2.1.4, PageNo.15 Volume-I FIRST FLOOR Cum 10549.01 10549.01 2.07 False None None False None False 21836.4507 0 3207976 110401 None code20 CC M10 FOR CILL 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 Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) SR 2023-24 Sl No.2.1.4, PageNo.15 Volume-I SECOND FLOOR Cum 10654.5 10654.5 2.06 False None None False None False 21948.27 0 3207977 110401 None code21 CC M10 FOR CILL 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 Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) SR 2023-24 Sl No.2.1.4, PageNo.15 Volume-I THIRD FLOOR Cum 10761.04 10761.04 4.79 False None None False None False 51545.3816 0 3207978 110401 None code22 CC M10 FOR CILL 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 Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) SR 2023-24 Sl No.2.1.4, PageNo.15 Volume-I HEAD ROOM Cum 10868.55 10868.55 0.16 False None None False None False 1738.968 0 3207979 110401 None code23 RCC M25 FOR LINTEL 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)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.17 Volume-I GROUND FLOOR Cum 11496.24 11496.24 1.61 False None None False None False 18508.9464 0 3207980 110401 None code24 RCC M25 FOR LINTEL 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)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.17 Volume-I FIRST FLOOR Cum 11610.9 11610.9 2.07 False None None False None False 24034.563 0 3207981 110401 None code25 RCC M25 FOR LINTEL 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)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.17 Volume-I SECOND FLOOR Cum 11727.45 11727.45 2.06 False None None False None False 24158.547 0 3207982 110401 None code26 RCC M25 FOR LINTEL 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)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.17 Volume-I THIRD FLOOR Cum 11845.05 11845.05 7.52 False None None False None False 89074.776 0 3207983 110401 None code27 RCC M25 FOR LINTEL 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)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.17 Volume-I HEAD ROOM Cum 11963.7 11963.7 0.32 False None None False None False 3828.384 0 3207984 110401 None code28 RCC M25 FOR CHEJJA 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. -- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 45% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.17 Volume-I THIRD FLOOR Cum 10731.02 10731.02 0.96 False None None False None False 10301.7792 0 3207985 110401 None code29 RCC M25 FOR ROOF BEAM 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)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.17 Volume-I Third Floor Cum 11841.13 11841.13 12.31 False None None False None False 145764.3103 0 3207986 110401 None code30 RCC M25 FOR ROOF BEAM 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)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.17 Volume-I HEAD ROOM Cum 11959.5 11959.5 0.83 False None None False None False 9926.385 0 3207987 110401 None code31 RCC M25 FOR ROOF SLAB 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)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 50% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.17 Volume-I THIRD FLOOR Cum 11101.06 11101.06 56.85 False None None False None False 631095.261 0 3207988 110401 None code32 RCC M25 FOR ROOF SLAB 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)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 50% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.17 Volume-I HEAD ROOM Cum 11212.07 11212.07 2.33 False None None False None False 26124.1231 0 3207989 110401 None code33 RCC M25 FOR STAIRCASE 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 45% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16 Volume-I Cum 10731.02 10731.02 5.35 False None None False None False 57410.957 0 3207990 110401 None code34 TMT STEELS Providing Thermo-Mechanically Treated bars of grade Fe-550 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) Sl. No. 11.32 , Page No.84 Volume-II GROUND FLOOR Kg 93.93 93.93 321.6 False None None False None False 30207.888 0 3207991 110401 None code35 TMT STEELS Providing Thermo-Mechanically Treated bars of grade Fe-550 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) Sl. No. 11.32 , Page No.84 Volume-II FIRST FLOOR Kg 94.5 94.5 413.76 False None None False None False 39100.32 0 3207992 110401 None code36 TMT STEELS Providing Thermo-Mechanically Treated bars of grade Fe-550 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) Sl. No. 11.32 , Page No.84 Volume-II SECOND FLOOR Kg 95.55 95.55 412.8 False None None False None False 39443.04 0 3207993 110401 None code37 TMT STEELS Providing Thermo-Mechanically Treated bars of grade Fe-550 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) Sl. No. 11.32 , Page No.84 Volume-II THIRD FLOOR Kg 96.51 96.51 11398.85 False None None False None False 1100103.0135 0 3207994 110401 None code38 TMT STEELS Providing Thermo-Mechanically Treated bars of grade Fe-550 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) Sl. No. 11.32 , Page No.84 Volume-II HEAD ROOM Kg 97.47 97.47 1292.34 False None None False None False 125964.3798 0 3207995 110401 None code39 GRILLS FOR WINDOWS 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 Sl. No. 11.34A Page No. 85, Volume-II THIRD FLOOR Kgs 181.69 181.69 1338.48 False None None False None False 243188.4312 0 3207996 110401 None code40 Fixing of door frames In an existing opening including embeding frame in floor and walls after cutting masonry for holdfasts for embedding hold fastin cement concrete of 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 debries with lead upto 50m. including cost of materials, labour charges, complete as per specification. Sl. No. 12.51 Page No. 104, Volume-II THIRD FLOOR No 1120.14 1120.14 18.0 False None None False None False 20162.52 0 3207997 110401 None code41 WOOD FRAME Providing Red Salwood 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. Sl.No 12.13.2, Page No.100 Volume- II THIRD FLOOR Cum 107717.4 107717.4 0.95 False None None False None False 102331.53 0 3207998 110401 None code42 DOOR SHUTTERS 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.-35 mm thick both side commercial Sl. No. 12.57.6 Page No. 106, Volume-II THIRD FLOOR Cum 3592.74 3592.74 28.67 False None None False None False 103003.8558 0 3207999 110401 None code43 UPVC DOOR FRAME FOR BATHROOM Providing and fixing factory made uPVC door frame made of uPVCextruded sections having an overall dimension as below (tolerance 1mm), with wall thickness 2.0 mm ( 0.2 mm), corners of the door frameto be Jointed with galvanized brackets and stainless steel screws, jointsmitred and Plastic welded. The hinge side vertical of theframes reinforcedby galvanized M.S. tube of size 19 X 19 mm and 1mm ( 0.1 mm) wallthickness and 3nos. stainless steel hinges fixed to the frame completeas per manufacturer’s specification and direction of Engineer- in-charge42x50 mm PVC Extruded section Sl. No. 12.83.2 Page No. 110, Volume-II THIRD FLOOR Cum 258.48 258.48 62.7 False None None False None False 16206.696 0 3208000 110401 None code44 UPVC DOOR SHUTTERS FOR BATHROOM Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made Sl. No. 12.92 Page No. 111, Volume-II First Floor Cum 6821.51 6821.51 17.33 False None None False None False 118216.7683 0 3208001 110401 None code45 HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge Sl. No.22.15.2,Page No. 218 Volume-II SS Handles 300mm THIRD FLOOR No 594.83 594.83 26.0 False None None False None False 15465.58 0 3208002 110401 None code46 SS Aldrop 16mm dia, 300mm Sl. No.22.15.4,Page No. 218 Volume-II THIRD FLOOR No 405.56 405.56 26.0 False None None False None False 10544.56 0 3208003 110401 None code47 SS Tower Bolts 250x10mm Sl. No.22.15.7,Page No. 218 Volume-II THIRD FLOOR No 216.3 216.3 13.0 False None None False None False 2811.9 0 3208004 110401 None code48 SS hinges 100 mm Sl. No.22.15.9,Page No. 218 Volume-II THIRD FLOOR No 75.71 75.71 52.0 False None None False None False 3936.92 0 3208005 110401 None code49 SS Door stopper 75mm Sl. No.22.15.10.Page No. 218 Volume-II THIRD FLOOR No 108.15 108.15 13.0 False None None False None False 1405.95 0 3208006 110401 None code50 UPVC WINDOW 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) Sl. No.12.90, Page No. 110 Volume-II THIRD FLOOR Sqm 7282.82 7282.82 49.5 False None None False None False 360499.59 0 3208007 110401 None code51 UPVC VENTILATOR Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Sl. No.12.85 Page No. 109 Volume-II Third Floor Sqm 6185.1 6185.1 8.64 False None None False None False 53439.264 0 3208008 110401 None code52 PLASTERING WORKS CEILING Providing 12 mm cement plaster with Cement mortar 1:3 (1cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete , issued rate 269 (2-11-23) Sl. No. 8.6.1 Page No. 42, Volume-II Third Floor Sqm 349.32 349.32 331.55 False None None False None False 115817.046 0 3208009 110401 None code53 PLASTERING WORKS CEILING Providing 12 mm cement plaster with Cement mortar 1:3 (1cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete , issued rate 269 (2-11-23) Sl. No. 8.6.1 Page No. 42, Volume-IIHEAD ROOM Sqm 352.82 352.82 15.81 False None None False None False 5578.0842 0 3208010 110401 None code54 PUTTY FOR ABOVE ITEM 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. Sl.No 8.51 Page No.50 Volume-II Third Floor Sqm 106.09 106.09 331.55 False None None False None False 35174.1395 0 3208011 110401 None code55 PUTTY FOR ABOVE ITEM 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. Sl.No 8.51 Page No.50 Volume-II HEAD ROOM Sqm 107.15 107.15 15.81 False None None False None False 1694.0415 0 3208012 110401 None code56 INTERNAL WALL PLASTERING Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including 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. issued rate 306 Sl.No 8.7, Page No.42 Volume-II Third Floor Sqm 388.29 388.29 896.76 False None None False None False 348202.9404 0 3208013 110401 None code57 WALL PUTTY FOR ABOVE 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. Sl.No 8.51 Page No.50 Volume-II GROUND Floor Sqm 106.09 106.09 896.76 False None None False None False 95137.2684 0 3208014 110401 None code58 EXTERNAL WALL PLASTERING Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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-incharge. Sl. No. 8.9, Page No.42 Volume-II Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer in-Charge. Sl. No. 8.12, Page No.43 Volume-II Third Floor Sqm 476.34 476.34 389.12 False None None False None False 185353.4208 0 3208015 110401 None code59 ROUGH PLASTERING FOR DADOOING Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sl.No. 8.2.1, Page No.41 Volume- II Third Floor Sqm 312.97 312.97 77.2 False None None False None False 24161.284 0 3208016 110401 None code60 FLOORING VITRIFIED FLOORING Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.-- Size of Tile 600x600 mm Sl.No 9.12.2, Page No.60 Volume-II Third Floor Sqm 1238.32 1238.32 247.2 False None None False None False 306112.704 0 3208017 110401 None code61 CERAMIC TILE FLOORING FOR TOILET Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete.Sl.No 9.11, Page No.60 Volume-II Third Floor Sqm 971.07 971.07 32.48 False None None False None False 31540.3536 0 3208018 110401 None code62 CERAMIC TILE DADOOING(GLAZED TILE) 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. Sl.No 10.14, Page No.71 Volume-II Third Floor Sqm 1185.09 1185.09 77.2 False None None False None False 91488.948 0 3208019 110401 None code63 GRANITE FLOORING 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, River Pink or equivalent. issued rate 2864 Sl.No 9.24, Page No.63 Volume-II Third floor Sqm 3025.69 3025.69 70.0 False None None False None False 211798.3 0 3208020 110401 None code64 GRANITE FLOORING FOR STAIRCASE Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.Sl.No 9.30, Page No.64 Volume-II THIRD FLOOR Sqm 5594.4 5594.4 27.74 False None None False None False 155188.656 0 3208021 110401 None code65 PAINTING INTERNAL SURFACES Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Specialprimer applied @ 0.75 ltr /10 m² with paint of approved quality to givean 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. Sl.No 8.33.1 Page No.46 Volume-II Third floor Walls Sqm 167.62 167.62 896.76 False None None False None False 150314.9112 0 3208022 110401 None code66 PAINTING INTERNAL SURFACES Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Specialprimer applied @ 0.75 ltr /10 m² with paint of approved quality to givean 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. Sl.No 8.33.1 Page No.46 Volume-II Third floor Celing Sqm 167.62 167.62 15.81 False None None False None False 2650.0722 0 3208023 110401 None code67 PAINTING EXTERNAL SURFACES(WEATHER PROOF EMULSION PAINTING) 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.Sl.No 8.30 Page No.45 Volume-II Third floor Sqm 179.22 179.22 311.3 False None None False None False 55791.186 0 3208024 110401 None code68 ENAMEL PAINT 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. Sl.No 8.41 Page No.48 Volume-IIV THIRD FLOOR Sqm 175.35 175.35 58.14 False None None False None False 10194.849 0 3208025 110401 None code69 SS RAILINGS 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-incharge, (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. Sl.No 11.28 Page No.85 Volume-II THIRD FLOOR Kg 593.25 593.25 42.84 False None None False None False 25414.83 0 3208026 110401 None code70 RAMP FLOORING @ BACKSIDE 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 rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :** Flamed finish granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. Sl.No 9.23, Page No.63 Volume-II Sqm 2589.3 2589.3 10.1 False None None False None False 26151.93 0 3208027 110401 None code71 TEXTURE PAINT Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² 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.S.No. 8.29, Page No.45, Volume-II GROUND FLOOR Sqm 297.15 297.15 31.88 False None None False None False 9473.142 0 3208028 110401 None code72 TEXTURE PAINT Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² 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.S.No. 8.29, Page No.45, Volume-II FIRST FLOOR Sqm 300.12 300.12 45.13 False None None False None False 13544.4156 0 3208029 110401 None code73 TEXTURE PAINT Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² 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.S.No. 8.29, Page No.45, Volume-II SECOD FLOOR Sqm 303.12 303.12 45.28 False None None False None False 13725.2736 0 3208030 110401 None code74 TEXTURE PAINT Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² 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.S.No. 8.29, Page No.45, Volume-II THIRD FLOOR Sqm 306.15 306.15 45.13 False None None False None False 13816.5495 0 3208031 110401 None code75 ELEVATION BAND PATTI Providing Patti 10cm to 15cm wide and 10mm thick where ever necessery with CM 1:3 and finished as per the design and specification including scaffolding etc., complete as per the direction of Engineer in charge with all lead and lift. MR For Elevation Mtr 80.0 80.0 123.0 False None None False None False 9840.0 0 3208032 110401 None code76 PLASTER GROOVES Forming horizontal or vertical grooves on uniform size 10 mm wide and 7 mm deep at junction of wall and column / beam and finishing the grooves to elevation etc, including cost of materials , labour floor fixing, HOM of equipments and machineries all leads and lift loading and unloading, transportation , all other incidental charges at all floor levels etc, complete all as per specifications and as directed by the Engineer in charge.MR Mtr 31.0 31.0 86.4 False None None False None False 2678.4 0 3208033 110401 None code77 SOLAR HEATER Supplying, installation, testing and commissioning of solar hot water heater comprising of high quality Evacuated Glass Tube (EGT) with absorber coating collector of size 58 x 1800 mm. Inner tank Material-Stainless steel 304-L Grade with Aluminium Stucco cladding made of High quality PUF insulation to minimizes heat loss and hold water Temperature upto 72 Hrs...with appropriate capacity electrical back up arrangement excluding inlet and out let pipes. Fitted with Sacrificial Anode S.No. 7.4.3,\Page No.26, V-6 300 L - 29 nos Tubes No 56063.7 56063.7 7.0 False None None False None False 392445.9 0 3208034 110401 None code78 MIXERS Supplying, fixing, testing and commissioning of two - in - one wall mixer shower assembly unit consisting of the following in the shower area: Standard make confirming to ISI standards,Model as per attached photo catalogue and as per instruction of engineer incharge. Single Lever Wall Mixer with provision of Hand Shower, but without Hand Shower SKU: ARI-CHR-39119 (jaquar or equilent Make) Data Rate Approved Rate From MDR PU Aralihalli No 5040.0 5040.0 13.0 False None None False None False 65520.0 0 3208035 110401 None code79 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fix tures complete,,including cutting and making good the walls and floors wherever required (P.No.131, I.No.14.2.1, vol 2, of SR 2023-24 No 5079.9 5079.9 6.0 False None None False None False 30479.4 0 3208036 110401 None code80 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete(P.No.127, I.No.13.59, vol-2 of SR 2023-24) No 231.0 231.0 15.0 False None None False None False 3465.0 0 3208037 110401 None code81 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer Sl.No 14.7A Page No.125 Volume-II No 4327.05 4327.05 15.0 False None None False None False 64905.75 0 3208038 110401 None code82 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 g. Sl.No 13.13 Page No.119 Volume-II No 888.3 888.3 20.0 False None None False None False 17766.0 0 3208039 110401 None code83 Supplying, fixing, testing and commissioning of CP health faucet consisting of: 1 No. 15mm dia CP Angle cock with wall flange. PVC flexible tube of 1.00m long tube with end nuts. Hand operated spray unit (instant type) CP Crutch etc., complete as directed by the Engineer in charge. Data Rate Approved Rate From MDR PU Aralihalli Supplying & Installation No 1588.65 1588.65 8.0 False None None False None False 12709.2 0 3208040 110401 None code84 25mm CPVC PIPE Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge Internal work - Exposed on wall , For 25 mm dia Sl.No 13.31.3 VOL-2- pg no:122 Mtr 333.9 333.9 60.0 False None None False None False 20034.0 0 3208041 110401 None code85 20mm CPVC PIPE Providing and fixing Chorinated Poly Venly Cloride (CPVC) pipes conforming to IS15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr. spacing. This includes jointing of pipes and fitting with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete. (concealed work including cutting chases and good the walls etc), For 20 mm dia Sl.No 13.31.2 VOL-2- first ammendment Mtr 397.95 397.95 100.0 False None None False None False 39795.0 0 3208042 110401 None code86 160mm PVC PIPE Supplying 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. for:-PVC pipes 160mm dia., 6 kg/sqcm & class 3 Sl.No 10.1.9 Page No.113 BWSSB Mtr 648.9 648.9 20.0 False None None False None False 12978.0 0 3208043 110401 None code87 110mm PVC PIPE Supplying 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. for:-PVC pipes 110mm dia., 6 kg/sqcm & class 3 Sl.No 10.1.7 Page No.113 BWSSB Mtr 431.55 431.55 50.0 False None None False None False 21577.5 0 3208044 110401 None code88 90mm PVC PIPE Supplying 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. for:-PVC pipes 90mm dia., 6 kg/sqcm & class 3Sl.No 10.1.6 Page No.113 BWSSB Mtr 308.7 308.7 40.0 False None None False None False 12348.0 0 3208045 110401 None code89 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, 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. Sl.No 7.1.1, Page No.21 Volume-II THIRD FLOOR Sqm 950.64 950.64 369.41 False None None False None False 351175.9224 0 3208046 110401 None code90 GUTTER Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top co Sl.No 7.39, Page No.26 Volume-II Gutter (600 mm over all girth) Sl.No 7.39.6, Page No.27 Volume-II m 1161.53 1161.53 88.4 False None None False None False 102679.252 0 3208047 110401 None code91 MS COLUMNS Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. Sl.No 11.2, Page No.77 Volume-II ISMC/ ISMB/ ISA 150 * 75 * 5.7mm Kg 122.21 122.21 1122.0 False None None False None False 137119.62 0 3208048 110401 None code92 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. Sl.No 11.57.2, Page No.95 Volume-II ISA ANGLE 50mmX50mmX6mm (HORIZONTAL) 4.5Kg ( TOP & BOTTOM ) Kg 122.21 122.21 5518.0 False None None False None False 674354.78 0 3208049 110401 None code93 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work- In all kinds of soils Depth upto 3 m HARD SOIL 60% OF THE TOTAL QUANTITY SL NO:1.14.1 Cum 107.1 107.1 28.97 False None None False None False 3102.687 0 3208050 110401 None code94 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work- In all kinds of soils Depth upto 3 m Soft rock 40% OF THE TOTAL QUANTITY SL NO:1.15.1 Cum 381.15 381.15 19.31 False None None False None False 7360.0065 0 3208051 110401 None code95 CC 1:4:8 For Bed Concrete 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 fineaggregates 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.-Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Sl.No 2.1.2, Page No.15- VOL-1 Cum 5947.2 5947.2 8.39 False None None False None False 49897.008 0 3208052 110401 None code96 RCC M20 FOR FOOTING Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. -M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 8% ON CONCRETE ITEM) P-15 SI. No.2.2.1 VOL-1 Cum 7129.46 7129.46 6.13 False None None False None False 43703.5898 0 3208053 110401 None code97 RCC M20 FOR PLINTH BEAM Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other---- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 50% ON CONCRETE ITEM) SL NO 2.4.3 V-1 Cum 9979.2 9979.2 12.43 False None None False None False 124041.456 0 3208054 110401 None code98 EARTH FILLING Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. PG-7 SL NO 1.8 V-1 Cum 497.7 497.7 17.41 False None None False None False 8664.957 0 3208055 110401 None code99 RCC COLUMN 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. -- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 70% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.17 Volume-I Cum 12214.76 12214.76 7.52 False None None False None False 91854.9952 0 3208056 110401 None code100 CC BLOCKS 150mm Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. S.No. 6.33, Page No.17, Volume-II Sqm 1292.55 1292.55 176.58 False None None False None False 228238.479 0 3208057 110401 None code101 CC M10 FOR CILL 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.-- Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) 2023-24 Sl No.2.1.4, PageNo.15 Volume-I Cum 9465.38 9465.38 1.64 False None None False None False 15523.2232 0 3208058 110401 None code102 EXTERNAL WALL PLASTERING Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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-incharge. Sl. No. 8.9, Page No.42 Volume-II Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer in-Charge. Sl. No. 8.12, Page No.43 Volume-II Sqm 471.45 471.45 392.4 False None None False None False 184996.98 0 3208059 110401 None code103 PAINTING EXTERNAL SURFACES(WEATHER PROOF EMULSION PAINTING) 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. Sl.No 8.30 Page No.45 Volume-II CONSIDERING 85% Sqm 182.7 182.7 392.4 False None None False None False 71691.48 0 3208060 110401 None code104 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : vol- 2 Cement mortar 1:6 (1 cement : 6 coarse sand) (COMMON SCHEDULE OF RATES 2021-22) (VOL-II) 5.1.1 Cum 5891.55 5891.55 29.84 False None None False None False 175803.852 0 3208061 110401 None code105 TMT Providing Thermo-Mechanically Treated bars of grade Fe-550 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) Sl. No.2.11 , Page No.18 Volume-II Kg 93.93 93.93 2323.34 False None None False None False 218231.3262 0 3208062 110401 None code106 Fencing Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/mm2 with tape (0.52 mm thick) and weight 43.478 g/m (cost of M.S. angle, C.C. blocks shall be paid separately) Sl.No 11.61 Page No.95 Volume-II Mtr 331.8 331.8 109.0 False None None False None False 36166.2 0 3208063 110401 None code107 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. Y shape angle Sl.No 11.57.2, Page No.95 Volume-II ISA ANGLE 50mmX50mmX3mm ( 2.5Kg/ per m ) Kg 118.65 118.65 21.0 False None None False None False 2491.65 0 3208064 110401 None code108 ENTRY AND EXIT GATE 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 Sl. No. 11.34A Page No. 86, Volume-II Kg 176.4 176.4 455.0 False None None False None False 80262.0 0 3208065 110401 None code109 EXCAVATION OF COLUMN PIT AND SSM PIT Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work- In all kinds of soils Depth upto 3 m Page No. 8 ,Sl. No1.14.1 B. VOL-1 Cum 107.1 107.1 49.45 False None None False None False 5296.095 0 3208066 110401 None code110 LAYING GSB FOR BASE Granular Sub-Base Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -I Material Page No. 19 ,Sl. No 4.1 B. VOL-III Cum 2612.4 2612.4 21.5 False None None False None False 56166.6 0 3208067 110401 None code111 PROVIDING KERB STONES Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 600 x 300 x 150 mm Kerb Stone Page No. 146 ,Sl. No 6.3 B. VOL-III m 486.15 486.15 570.0 False None None False None False 277105.5 0 3208068 110401 None code112 PROVIDING COBBBLE STONE Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) Page No. 51 ,IRC SP 63:2018 (6.8.1) B. VOL-III Sqm 1121.4 1121.4 215.0 False None None False None False 241101.0 0 3208069 110401 None code113 EXCAVATION Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.In all kinds of soils Depth upto 3 m (vol-1) Sl No: 1.14.1 Cum 107.1 107.1 7.73 False None None False None False 827.883 0 3208070 110401 None code114 EXCAVATION Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.In all kinds of soils Depth upto 3 m (vol-1) In ordinary/soft rock without blasting upto 1.5 m depth 15% SL No: 1.15.1 Cum 381.15 381.15 1.45 False None None False None False 552.6675 0 3208071 110401 None code115 EXCAVATION Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.In all kinds of soils Depth upto 3 m (vol-1) Considering Hard Rock 5% SL No: 1.15.1 Cum 581.7 581.7 0.48 False None None False None False 279.216 0 3208072 110401 None code116 PCC BED Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates (VOL-1) SL No 2.1.2 Page No:15 Cum 5947.2 5947.2 0.97 False None None False None False 5768.784 0 3208073 110401 None code117 SLAB, WALL AND HEAD WALL CONCRETE Providing and laying in Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (vol-1) SL No 2.4.2 PG :17 FOR CULVERTS TOP SLAB Cum 9958.73 9958.73 0.67 False None None False None False 6672.3491 0 3208074 110401 None code118 Providing and laying in Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (vol-1) SL No 2.4.2 PG :17 FOR CULVERTS BOTTOM SLAB Cum 9958.73 9958.73 0.76 False None None False None False 7568.6348 0 3208075 110401 None code119 Providing and laying in Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (vol-1) SL No 2.4.2 PG :17 Culvert walls Cum 7170.28 7170.28 0.34 False None None False None False 2437.8952 0 3208076 110401 None code120 Providing and laying in Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (vol-1) SL No 2.4.2 PG :17 Base Footing Cum 7170.28 7170.28 0.5 False None None False None False 3585.14 0 3208077 110401 None code121 Providing and laying in Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (vol-1) SL No 2.4.2 PG :17 Head walls Cum 7170.28 7170.28 0.19 False None None False None False 1362.3532 0 3208078 110401 None code122 Providing and laying in Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (vol-1) SL No 2.4.2 PG :17 FOR CULVERTS SLAB Cum 9958.73 9958.73 0.43 False None None False None False 4282.2539 0 3208079 110401 None code123 Providing and laying in Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (vol-1) SL No 2.4.2 PG :17 FOR CULVERTS BOTTOM SLAB Cum 9958.73 9958.73 0.49 False None None False None False 4879.7777 0 3208080 110401 None code124 Providing and laying in Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (vol-1) SL No 2.4.2 PG :17 Culvert walls Cum 7170.28 7170.28 0.22 False None None False None False 1577.4616 0 3208081 110401 None code125 Providing and laying in Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (vol-1) SL No 2.4.2 PG :17 Base Footing Cum 7170.28 7170.28 0.32 False None None False None False 2294.4896 0 3208082 110401 None code126 Providing and laying in Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (vol-1) SL No 2.4.2 PG :17 Head walls Cum 7170.28 7170.28 0.19 False None None False None False 1362.3532 0 3208083 110401 None code127 STEEL REINFORCEMENT 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. (Thelaps and wastages shall not be measured separately) Kg 90.0 90.0 648.42 False None None False None False 58357.8 0 3208084 110401 None code128 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) 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. AT ENTRANCE GATE SL No :8.28 PG:45 Sqm 93.45 93.45 1.52 False None None False None False 142.044 0 3208085 110401 None code129 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping 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) without 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. Short point up to 3Mtr from tapping point to out let via switch Point 282.45 282.45 3.0 False None None False None False 847.35 0 3208086 110401 None code130 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping 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) without 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. Medium point above 3Mtr up to 6Mtr from tapping point to out let via switch Point 397.95 397.95 40.0 False None None False None False 15918.0 0 3208087 110401 None code131 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping 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) without 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. Long point above 6Mtr up to 10Mtr from tapping point to out let via switch Point 582.75 582.75 25.0 False None None False None False 14568.75 0 3208088 110401 None code132 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping 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) without 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. Two outlet in a row, above 3Mtr up to 6Mtr from tapping point to out let via switches Point 710.85 710.85 2.0 False None None False None False 1421.7 0 3208089 110401 None code133 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping 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) without 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. Three outlet in a row, above 6Mts up to 10Mtr from tapping point to out let via switches Point 1038.45 1038.45 1.0 False None None False None False 1038.45 0 3208090 110401 None code134 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 1-2Way Each 144.9 144.9 24.0 False None None False None False 3477.6 0 3208091 110401 None code135 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 3Way Each 166.95 166.95 62.0 False None None False None False 10350.9 0 3208092 110401 None code136 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 Each 274.05 274.05 15.0 False None None False None False 4110.75 0 3208093 110401 None code137 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 10-12Way Each 334.95 334.95 3.0 False None None False None False 1004.85 0 3208094 110401 None code138 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. 1 to 2 Module Each 143.85 143.85 24.0 False None None False None False 3452.4 0 3208095 110401 None code139 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 Each 169.05 169.05 62.0 False None None False None False 10481.1 0 3208096 110401 None code140 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 Each 298.2 298.2 15.0 False None None False None False 4473.0 0 3208097 110401 None code141 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 Each 361.2 361.2 3.0 False None None False None False 1083.6 0 3208098 110401 None code142 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps one way Switch Each 107.1 107.1 153.0 False None None False None False 16386.3 0 3208099 110401 None code143 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps Two way Switch Each 174.3 174.3 2.0 False None None False None False 348.6 0 3208100 110401 None code144 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps 3way socket Each 179.55 179.55 80.0 False None None False None False 14364.0 0 3208101 110401 None code145 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator. Each 374.85 374.85 14.0 False None None False None False 5247.9 0 3208102 110401 None code146 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32Amps DP switch Each 342.3 342.3 1.0 False None None False None False 342.3 0 3208103 110401 None code147 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6/16Amps universal socket Each 247.8 247.8 4.0 False None None False None False 991.2 0 3208104 110401 None code148 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 16Amps one way switch Each 189.0 189.0 4.0 False None None False None False 756.0 0 3208105 110401 None code149 Supplyin and Fixing Metal Fan Box with Round Hook. No 122.85 122.85 14.0 False None None False None False 1719.9 0 3208106 110401 None code150 Supplying heavy gauge PVC conduit pipe …….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. 19/20mm dia 2mm thick Mtr 69.3 69.3 540.0 False None None False None False 37422.0 0 3208107 110401 None code151 Supplying heavy gauge PVC conduit pipe …….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. 25mm dia 2mm thick Mtr 81.9 81.9 20.0 False None None False None False 1638.0 0 3208108 110401 None code152 Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 19/20mm dia 2mm thick Mtr 71.4 71.4 330.0 False None None False None False 23562.0 0 3208109 110401 None code153 Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 25mm dia 2mm thick Mtr 82.95 82.95 220.0 False None None False None False 18249.0 0 3208110 110401 None code154 Supplying and fixing PVC/metal conduit Deep junction box 25 mm deep Junction box Each 58.8 58.8 80.0 False None None False None False 4704.0 0 3208111 110401 None code155 Supplying and fixing PVC/metal conduit Deep junction box 32 mm deep Junction box Each 64.05 64.05 25.0 False None None False None False 1601.25 0 3208112 110401 None code156 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. 1.5 sqmm Mtr 27.3 27.3 1180.0 False None None False None False 32214.0 0 3208113 110401 None code157 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. 2.5 sqmm Mtr 44.1 44.1 1580.0 False None None False None False 69678.0 0 3208114 110401 None code158 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. 4 sqmm Mtr 66.15 66.15 150.0 False None None False None False 9922.5 0 3208115 110401 None code159 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. 6 sqmm Mtr 96.6 96.6 250.0 False None None False None False 24150.0 0 3208116 110401 None code160 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. 10 sqmm Mtr 175.35 175.35 100.0 False None None False None False 17535.0 0 3208117 110401 None code161 Supplying and fixing regular MCB distribution boards on wall/ wood board I flush mounting using required clamps,i bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase I 3 phase I single door with powder coated painting. Made out of 14 SWG MS enclosure III - Double Door 12 Way SP & N Each 2445.45 2445.45 2.0 False None None False None False 4890.9 0 3208118 110401 None code162 Supplying and 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 40 Amps DP Each 1113.0 1113.0 2.0 False None None False None False 2226.0 0 3208119 110401 None code163 Supplying, fixing and wiring Residual current Circuit Breaker [RCCB] 240/450V up to 300mA sensitivity on existing wood/panel board 16-25 Amps 2 pole Each 4490.85 4490.85 2.0 False None None False None False 8981.7 0 3208120 110401 None code164 Supplying and fixing of Modular MCB Devices (Tripper) With Breaking capacity of 6kA. 16-32A SP Each 220.5 220.5 20.0 False None None False None False 4410.0 0 3208121 110401 None code165 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. 10 sqmm Each 8.4 8.4 40.0 False None None False None False 336.0 0 3208122 110401 None code166 Supplying of ......feet - PVC Batten with integrated LED tube .....W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fighting 1 x4'- 20/22 w Each 724.5 724.5 45.0 False None None False None False 32602.5 0 3208123 110401 None code167 Supplying exhaust fan of 1440 RPM of 300mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply. Each 1566.6 1566.6 5.0 False None None False None False 7833.0 0 3208124 110401 None code168 Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete. 12" Sweep (300mm) Each 3117.45 3117.45 5.0 False None None False None False 15587.25 0 3208125 110401 None code169 Supplying of Ceiling Fan with Capacitor rating As per guideline of BEE 5 star rating and IS:374/19 and also comply with IS: 1709/1984 with latest amendment, Rated voltage 220 V/50 Hz, Rated power upto 35 W +/- 10 %, Rated current As per IS:374/19, Rated power factor 0.9 lagging(min), Rated speed 350 +/- 10% RPM, Rated air delivery 210 +/- 10% Cubic Meter Minimum, Rated service value 6.2 CMM / W, Three Blades of blade leaf 1.05 mm thick Aluminium Alloy sheet, Class B motor insulation, Bearing Two ball bearings, Top 6202, Bottom 6201, as per IS specification, Motor winding. Temp rise Shall not exceed 75 deg C over and ambient of 40 0C by resistance method at 245 V, Insulation resistance Shall not be less than Two Mega Ohms (2M Ohms), Leakage current Should not exceed 210 Micro Amp, Power input, W& current, Air Delivery & Fan Speed as per IS:374/2019 with latest amendment, 2year manufacturer Warranty. (BLDC fans) 48" Sweep 5 Star (1200 mm) Each 4518.15 4518.15 14.0 False None None False None False 63254.1 0 3208126 110401 None code170 Supplying & Fixing of 70-150 Watts lamp holder 2 Pin Each 66.15 66.15 3.0 False None None False None False 198.45 0 3208127 110401 None code171 Fixing all types and all capacities of fluorescent / false ceiling / spot light / CFL / LED fittings indoor on the wall / ceiling / rafters / girders using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps. On wall / ceiling / Rafter / Girders Each 128.1 128.1 45.0 False None None False None False 5764.5 0 3208128 110401 None code172 Fixing a ceiling / wall mounting fan of all capacities and all types, with necessary clamps and 'S' hook made out of 15mm dia MS rod, with 5 amps. ceiling rose of approved quality with necessary length of 23 / 0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. Each 330.75 330.75 14.0 False None None False None False 4630.5 0 3208129 110401 None code173 Fixing one exhaust fan after making a suitable nitch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 amps, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame. Each 742.35 742.35 10.0 False None None False None False 7423.5 0 3208130 110401 None code174 IP DOME CAMERAS-Supplying, installation, testing and commissioning of SITC of 1/2.8*2 Megapixel Progressive CMOS,1920x1080(2MP),2.7mm13.5mm,F1.4,Motorized, with a min illumination of 0.05lux/F1.4 color,30IRE 0Lux/F1.4 (IRon),30M IR distance, BLC/HLC/WDR(120db),min 2streams,compression should be H.265/H. 264H/MJPEG,128GB SD card,ONVIF Profiles,profile G&Q,POE camera,operating temperature of 60 degrees.All the cameras should have CE,FCC,UL,IP66,IK10.The prices should include the necessary mounts and brackets. Each 19425.0 19425.0 9.0 False None None False None False 174825.0 0 3208131 110401 None code175 IP BULLET CAMERAS-Supplying, installation, testing and commissioning of SITC of 1/2.8*2 Megapixel Progressive CMOS,1920x1080(2MP),2.7mm 13.5mm,F1.4,Motorized, with a min illumination of 0.05lux/F1.4[color,30IRE]0Lux/F1.4(IRon),60M IR distance, BLC/HLC/WDR(120db),min 2streams,compression should be H.265/H. 264H/MJPEG,128GB SD card,ONVIF Profiles,profile G&Q,POE camera,operating temperature of 60 degrees.All the cameras should have CE,FCC,UL,IP66,IK10.The prices should include the necessary mounts and brackets. Each 12600.0 12600.0 4.0 False None None False None False 50400.0 0 3208132 110401 None code176 Supplying, installation, testing and commissioning of SITC of complete 32 channel 4K embedded network video recorder,up to 12MP(4K) resolution live view,preview,and play back,full POE Support (for up to 16 channels),internal storage supports 8HDDs expandable up to 64TB (8TB each),operating temperatures(-10 degree C) and (55 degree C),UL,CE,FCC. Each 158326.35 158326.35 1.0 False None None False None False 158326.35 0 3208133 110401 None code177 Supply and Installation of 4 TB Survalance Hard Disk The rate shall include all mounting accessories complete as required Each 11025.0 11025.0 1.0 False None None False None False 11025.0 0 3208134 110401 None code178 Supply and Installation of 10 Port L2 Managed Poe Switch The rate shall include all mounting accessories complete as required Each 10500.0 10500.0 1.0 False None None False None False 10500.0 0 3208135 110401 None code179 Supplying and drawing UTP-CAT 6E LAN cable Mtr 35.7 35.7 130.0 False None None False None False 4641.0 0 3208136 110401 None code180 Supplying heavy gauge PVC conduit pipe 25mm dia 2mm thick 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(2/2) Mtr 73.5 73.5 140.0 False None None False None False 10290.0 0 3208137 110401 None code181 Supplying & Fixing of Patch panel for LAN cabling .24 Port 10/100 patch panel Each 4470.9 4470.9 1.0 False None None False None False 4470.9 0 3208138 110401 None code182 Supplying & Fixing of switch mounting rack with power manager & Cable manager 12U with 450mm depth Each 9734.55 9734.55 1.0 False None None False None False 9734.55 0 3208139 110401 None code183 Supplying & Fixing of switch mounting rack with power manager & Cable manager (85/11.4) 24U with 650mm depth Each 31574.55 31574.55 1.0 False None None False None False 31574.55 0 3208140 110401 None code184 Supply and Installation of 43"LED Monitor The rate shall include all mounting accessories complete as required Each 12600.0 12600.0 1.0 False None None False None False 12600.0 0 3208141 110401 None code185 Supplying heavy gauge PVC conduit pipe …….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. 19/20mm dia 2mm thick Mtr 69.3 69.3 40.0 False None None False None False 2772.0 0 3208142 110401 None code186 Supplying heavy gauge PVC conduit pipe …….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. 25mm dia 2mm thick Mtr 81.9 81.9 5.0 False None None False None False 409.5 0 3208143 110401 None code187 Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 25mm dia 2mm thick Mtr 82.95 82.95 20.0 False None None False None False 1659.0 0 3208144 110401 None code188 Supplying, erecting, testing & commissioning of OFF- LINE UPS system suitable for operation on 230V, 50Hz, A/C supply, with all accessories complete and Excluding batteries and wiring complete. 5 kVA OFF LINE UPS IT No :9.2.5 No 40594.05 40594.05 3.0 False None None False None False 121782.15 0 3208145 110401 None code189 Supplying, installation, testing & commissioning of 12V DC, AH batteries in poly propylene container for U.P.S. Sealed maintenance free batteries. 75/80 AH capacity IT No:9.5.6 No 17004.75 17004.75 12.0 False None None False None False 204057.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1717135593000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1717135593000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1717135593000 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 1717135593000 0 None None ELIGIBILITY The tender document is part and parcel of the agreement. None 1717135593000 0 None None ELIGIBILITY The contractor shall obtain insurance coverage for all the workers deployed for this work. None 1717135593000 0 None None ELIGIBILITY Further details of the work or any clarifications can be obtained from the office of the Executive Engineer (Central office), KHB, Cauvery Bhavan, K.G. Road, Bangalore Ph: 080-22273511 ext-317, None 1717135593000 0 None None ELIGIBILITY The intending bidders are requested to note that they should abide by the detailed instructions and conditions contained in the Tender documents and further modifications done if any. None 1717135593000 0 None None ELIGIBILITY Corrigendum/modification/corrections, if any, will be published in the e procurement Web sites only. None 1717135593000 0 None None ELIGIBILITY KHB reserves the right to withdraw or cancel this invitation to BID/Tender without assigning any reason whatsoever None 1717135593000 0 None None ELIGIBILITY The bidder shall study the Tender document Carefully and quote the rates None 1717135593000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and are to be produced to the Executive Engineer to verify the documents within 3 days from the day of opening of Technical bid for verification, if required. None 1717135593000 0 None None ELIGIBILITY Drawings uploaded are only for Tender Purpose only. None 1717135593000 0 None None ELIGIBILITY GST shall be added separately in the estimate. None 1717135593000 0 None None ELIGIBILITY GST shall be paid to the tendered amount separately. None 1717135593000 0 None None ELIGIBILITY The bidder should maintain register of laborers deployed and wages paid for the workers and shall produce the documents whenever called for by the competent authority. Remittance towards PF shall be commensurate with the labour component of the work involved. None 1717135593000 0 None None ELIGIBILITY The bidder shall give an undertaking that they would abide by the provisions of employees provident fund and shall remit PF of labourers to the respective PF offices or else KHB have the right to deduct the PF amount from the work bills and remit the same to respective PF offices. None 1717135593000 0 None None ELIGIBILITY The contractor shall quote his rates inclusive of PF as per the applicable rate as issued by the PF department from time to time None 1717135593000 0 None None ELIGIBILITY The successful bidder shall give an under taking that they would abide by the provisions of the Employees Provident Fund Act. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None None None None None None Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender) None None None None None None Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction) None None None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period) None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None To qualify for award of this contract , each tenderer in its name should have in the last five years achieved in at least two financial years a minimum financial turnover (In all classes of civil engineering construction works only) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Scanned Copy of documentary proof for having executed similar nature of work not less than 50% of tender amount as defined in Government order No.FD 480 EXP-12/2014,Bangalore dated:19.07.2014 Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Scanned copy of Credit lines/ letter of credit /Bankers certificate for at least 20% of amount put to tender in the current financial year on the name of work put to tender. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Scanned copy of Pre-qualification letter issued by Karnataka Housing Board. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Scanned copy of Pre-qualification letter issued by Karnataka Housing Board. None None None None Income Tax returns & PAN Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None GST Registration Certificate Financial Status None createdTs version createdDate modifiedDate documentName None None None None GST Registration None None None None Scanned copy of latest GST clearance certificate. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Scanned copy of latest GST clearance certificate.
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate False Technical Bid Company Registration Certificate False Technical Bid Reserved Category Certificate False Technical Bid Small Scale Industries Certificate False Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1717136544000 version 0 createdDate None modifiedDate None blockNumber CAUVERY BHAVAN 3RD FLOOR street None city Bengaluru state Karnataka pin 560009
tenderRecallDTO	None