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noticeInvitingTenderDTO	createdTs 1726570077445 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 750000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 18-10-2024 17:00:30 tenderQueryClose 10-10-2024 17:25:21 technicalBidOpen 19-10-2024 17:15:48 publishedDate 17-09-2024 17:03:07 publishedByPost DMA_EE2_CC_MYS publishedByUser KPE16495 - MAHESH M S bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 10-10-2024 11:00:23 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Lohith splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed None highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber None mobileNumber 9980819479 tenderSupplierList None
tenderSchedule	createdTs 1726570077506 version 5 createdDate None modifiedDate None tenderNumber DMA/2024-25/BD/WORK_INDENT29387 title CONSTRUCTION OF 158 DWELLING UNIT FOR POURAKARMIKAS UNDER POURAKARMIKA GRUHA BHAGYA YOJANE IN MYSURU CITY LIMITS description CONSTRUCTION OF 158 DWELLING UNIT FOR POURAKARMIKAS UNDER POURAKARMIKA GRUHA BHAGYA YOJANE IN MYSURU CITY LIMITS category WORKS categoryText Works ecv 49670999.36 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2163 locationName DMA City Corporation Mysuru provisionalAmount 50000000.0 groupOverheadTotal 9577800.0 fileNumber EE/W/MCC/2024-25/TN-22/12
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1726570078000 0 None None Buildings CONSTRUCTION OF 158 DWELLING UNIT FOR POURAKARMIKAS UNDER POURAKARMIKA GRUHA BHAGYA YOJANE IN MYSURU CITY LIMITS 40093199.36 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4015024 155554 None 6.32 v2 Providing and constructing load bearing wall with Solid Concrete blocksof 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.All Blocks Second Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1414.8 1414.8 61.07 False None None False None False 86401.836 0 4015025 155554 None 6.32 v2 Providing and constructing load bearing wall with Solid Concrete blocksof 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.All Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1427.9 1427.9 45.32 False None None False None False 64712.428 0 4015026 155554 None 6.32 v2 Providing and constructing load bearing wall with Solid Concrete blocksof 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.All Blocks Terrace Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1441.0 1441.0 122.1 False None None False None False 175946.1 0 4015027 155554 None 6.33 v2 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.All Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1341.79 1341.79 358.34 False None None False None False 480817.0286 0 4015028 155554 None 6.33 v2 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.All Blocks Terrace Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1354.1 1354.1 124.83 False None None False None False 169032.303 0 4015029 155554 None 6.34 v2 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, usagecharges of machinery etc complete as per specifications. All Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1203.36 1203.36 59.53 False None None False None False 71636.0208 0 4015030 155554 None 2.4.1 v1 Providing and laying in position Plain 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------------ Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregatesAll Blocks Second Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Cum 6916.32 6916.32 3.91 False None None False None False 27042.8112 0 4015031 155554 None 2.4.1 v1 Providing and laying in position Plain 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------------ Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregatesAll Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Cum 6980.36 6980.36 13.72 False None None False None False 95770.5392 0 4015032 155554 None 2.4.1 v1 Providing and laying in position Plain 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------------ Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregatesAll Blocks Terrace Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Cum 7044.4 7044.4 31.57 False None None False None False 222391.708 0 4015033 155554 None 1 v1 Additionalities for formwork,centrening,scaffolding charges shall be added on percentage to the finished concrete for beams/lintel beams/staircase at 60% of finished rate of concrete in m3 including the cost and conveyance of all materials, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.All Blocks Second Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Cum 4149.79 4149.79 11.58 False None None False None False 48054.5682 0 4015034 155554 None 1 v1 Additionalities for formwork,centrening,scaffolding charges shall be added on percentage to the finished concrete for beams/lintel beams/staircase at 60% of finished rate of concrete in m3 including the cost and conveyance of all materials, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.All Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Cum 4188.22 4188.22 8.95 False None None False None False 37484.569 0 4015035 155554 None 1 v1 Additionalities for formwork,centrening,scaffolding charges shall be added on percentage to the finished concrete for beams/lintel beams/staircase at 60% of finished rate of concrete in m3 including the cost and conveyance of all materials, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.All Blocks Terrace Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Cum 4226.64 4226.64 4.66 False None None False None False 19696.1424 0 4015036 155554 None 2.11a v1 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)All Blocks Second Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Tonne 96613.56 96613.56 1.35 False None None False None False 130428.306 0 4015037 155554 None 2.11a v1 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)All Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Tonne 97508.13 97508.13 0.93 False None None False None False 90682.5609 0 4015038 155554 None 2.11a v1 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)All Blocks Terrace Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Tonne 98402.7 98402.7 0.05 False None None False None False 4920.135 0 4015039 155554 None 2.5.2 v1 Providing and laying in position Cement Concrete for all Super structures ofbuilding , Road works, Water works, Irrigation works & super structure worksof bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed withsuper plasticisers laid in layers, well compacted using needle vibrators. Thecost includes all lead & lifts, cost of all materials, quality confirming to therequirements of relevant IS codes , labour, Usage charges of machinery, curingand all other appurtenances required to complete the work as per technicalspecifications. ----- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesAll Blocks Ground Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Cum 7253.58 7253.58 4.83 False None None False None False 35034.7914 0 4015040 155554 None 2.5.2 v1 Providing and laying in position Cement Concrete for all Super structures ofbuilding , Road works, Water works, Irrigation works & super structure worksof bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed withsuper plasticisers laid in layers, well compacted using needle vibrators. Thecost includes all lead & lifts, cost of all materials, quality confirming to therequirements of relevant IS codes , labour, Usage charges of machinery, curingand all other appurtenances required to complete the work as per technicalspecifications. ----- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesAll Blocks First Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Cum 7322.01 7322.01 4.83 False None None False None False 35365.3083 0 4015041 155554 None 2.5.2 v1 Providing and laying in position Cement Concrete for all Super structures ofbuilding , Road works, Water works, Irrigation works & super structure worksof bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed withsuper plasticisers laid in layers, well compacted using needle vibrators. Thecost includes all lead & lifts, cost of all materials, quality confirming to therequirements of relevant IS codes , labour, Usage charges of machinery, curingand all other appurtenances required to complete the work as per technicalspecifications. ----- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesAll Blocks Second Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Cum 7390.44 7390.44 14.36 False None None False None False 106126.7184 0 4015042 155554 None 2.5.2 v1 Providing and laying in position Cement Concrete for all Super structures ofbuilding , Road works, Water works, Irrigation works & super structure worksof bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed withsuper plasticisers laid in layers, well compacted using needle vibrators. Thecost includes all lead & lifts, cost of all materials, quality confirming to therequirements of relevant IS codes , labour, Usage charges of machinery, curingand all other appurtenances required to complete the work as per technicalspecifications. ----- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesAll Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Cum 7458.87 7458.87 9.84 False None None False None False 73395.2808 0 4015043 155554 None 2.5.2 v1 Providing and laying in position Cement Concrete for all Super structures ofbuilding , Road works, Water works, Irrigation works & super structure worksof bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed withsuper plasticisers laid in layers, well compacted using needle vibrators. Thecost includes all lead & lifts, cost of all materials, quality confirming to therequirements of relevant IS codes , labour, Usage charges of machinery, curingand all other appurtenances required to complete the work as per technicalspecifications. ----- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesAll Blocks Terrace Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Cum 7527.3 7527.3 0.26 False None None False None False 1957.098 0 4015044 155554 None 1 v1 Additionalities for formwork,centrening,scaffolding charges shall be added on percentage to the finished concrete for chejjas at 45% of finished rate of concrete in m3 including the cost and conveyance of all materials, cost of labourhire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., cAll Blocks Second Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Cum 3325.7 3325.7 1.85 False None None False None False 6152.545 0 4015045 155554 None 1 v1 Additionalities for formwork,centrening,scaffolding charges shall be added on percentage to the finished concrete for chejjas at 45% of finished rate of concrete in m3 including the cost and conveyance of all materials, cost of labourhire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., cAll Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Cum 3356.49 3356.49 1.26 False None None False None False 4229.1774 0 4015046 155554 None 1 v1 Additionalities for formwork,centrening,scaffolding charges shall be added on percentage to the finished concrete for chejjas at 45% of finished rate of concrete in m3 including the cost and conveyance of all materials, cost of labourhire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., cAll Blocks Terrace Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Cum 3387.29 3387.29 0.18 False None None False None False 609.7122 0 4015047 155554 None 12.4 v2 Providing Sal wood wrought and putup for purlins, common rafters and similar work including cost of materials, labour, usage charges complete as per specifications. All Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Cum 105743.08 105743.08 1.02 False None None False None False 107857.9416 0 4015048 155554 None 12.51 v2 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal paintingtwo coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete asper specifications. All Blocks Terrace Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 1117.6 1117.6 6.0 False None None False None False 6705.6 0 4015049 155554 None 11.34a v2 Providing and fixing M.S. grills of required pattern in frames of windowsetc. with M.S. flats, square or round bars etc. including priming coat withapproved steel primer all complete. Fixed to steel windows by welding All Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Kgs 183.12 183.12 597.24 False None None False None False 109366.5888 0 4015050 155554 None 11.34a v2 Providing and fixing M.S. grills of required pattern in frames of windowsetc. with M.S. flats, square or round bars etc. including priming coat withapproved steel primer all complete. Fixed to steel windows by welding All Blocks Terrace Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Kgs 184.8 184.8 1219.85 False None None False None False 225428.28 0 4015051 155554 None 8.6.2 v2 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.All Blocks Ground Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 521.52 521.52 87.64 False None None False None False 45706.0128 0 4015052 155554 None 8.6.2 v2 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.All Blocks First Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 526.44 526.44 87.64 False None None False None False 46137.2016 0 4015053 155554 None 8.6.2 v2 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.All Blocks Second Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 531.36 531.36 87.64 False None None False None False 46568.3904 0 4015054 155554 None 8.6.2 v2 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.All Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 536.28 536.28 58.43 False None None False None False 31334.8404 0 4015055 155554 None 7.35 18-19 sr Providing and fixing M.S. Hand railing for Balcony with 50mm dia. M.S. hollow pipe of 14 gauge, welded to 20mmx20mm M.S. square rod placed vertically, spaced at 100mm at regular intervals of 600mm. These vertical rods laterally tied to 3 horizontal rods spaced at equal interval. These assembly is fixed to concrete by using expansion bolts and welding the same to reinforcement bars and making good the surface. All the joints and sections hould be cut to length, welded and grinded wherever necessary etc., complete . The work includes cost of all materials, labour charges for all items of work, hire charges for welding, cutting and grinding equipment, and electricity charges, etc., complete as per specification and drawing. ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge.All Blocks Stilt Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 2925.2 2925.2 6.5 False None None False None False 19013.8 0 4015056 155554 None 7.35 18-19 sr Providing and fixing M.S. Hand railing for Balcony with 50mm dia. M.S. hollow pipe of 14 gauge, welded to 20mmx20mm M.S. square rod placed vertically, spaced at 100mm at regular intervals of 600mm. These vertical rods laterally tied to 3 horizontal rods spaced at equal interval. These assembly is fixed to concrete by using expansion bolts and welding the same to reinforcement bars and making good the surface. All the joints and sections hould be cut to length, welded and grinded wherever necessary etc., complete . The work includes cost of all materials, labour charges for all items of work, hire charges for welding, cutting and grinding equipment, and electricity charges, etc., complete as per specification and drawing. ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge.All Blocks Ground Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 2931.2 2931.2 24.6 False None None False None False 72107.52 0 4015057 155554 None 7.35 18-19 sr Providing and fixing M.S. Hand railing for Balcony with 50mm dia. M.S. hollow pipe of 14 gauge, welded to 20mmx20mm M.S. square rod placed vertically, spaced at 100mm at regular intervals of 600mm. These vertical rods laterally tied to 3 horizontal rods spaced at equal interval. These assembly is fixed to concrete by using expansion bolts and welding the same to reinforcement bars and making good the surface. All the joints and sections hould be cut to length, welded and grinded wherever necessary etc., complete . The work includes cost of all materials, labour charges for all items of work, hire charges for welding, cutting and grinding equipment, and electricity charges, etc., complete as per specification and drawing. ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge.All Blocks First Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 2937.2 2937.2 24.6 False None None False None False 72255.12 0 4015058 155554 None 7.35 18-19 sr Providing and fixing M.S. Hand railing for Balcony with 50mm dia. M.S. hollow pipe of 14 gauge, welded to 20mmx20mm M.S. square rod placed vertically, spaced at 100mm at regular intervals of 600mm. These vertical rods laterally tied to 3 horizontal rods spaced at equal interval. These assembly is fixed to concrete by using expansion bolts and welding the same to reinforcement bars and making good the surface. All the joints and sections hould be cut to length, welded and grinded wherever necessary etc., complete . The work includes cost of all materials, labour charges for all items of work, hire charges for welding, cutting and grinding equipment, and electricity charges, etc., complete as per specification and drawing. ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge.All Blocks Second Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 2943.2 2943.2 24.6 False None None False None False 72402.72 0 4015059 155554 None 7.35 18-19 sr Providing and fixing M.S. Hand railing for Balcony with 50mm dia. M.S. hollow pipe of 14 gauge, welded to 20mmx20mm M.S. square rod placed vertically, spaced at 100mm at regular intervals of 600mm. These vertical rods laterally tied to 3 horizontal rods spaced at equal interval. These assembly is fixed to concrete by using expansion bolts and welding the same to reinforcement bars and making good the surface. All the joints and sections hould be cut to length, welded and grinded wherever necessary etc., complete . The work includes cost of all materials, labour charges for all items of work, hire charges for welding, cutting and grinding equipment, and electricity charges, etc., complete as per specification and drawing. ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge.All Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 2949.2 2949.2 21.84 False None None False None False 64410.528 0 4015060 155554 None 12.54 v2 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge.All Blocks Ground Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 337.08 337.08 60.6 False None None False None False 20427.048 0 4015061 155554 None 12.54 v2 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge.All Blocks First Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 340.26 340.26 60.6 False None None False None False 20619.756 0 4015062 155554 None 12.54 v2 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge.All Blocks Second Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 343.44 343.44 60.6 False None None False None False 20812.464 0 4015063 155554 None 12.54 v2 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge.All Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 346.62 346.62 93.95 False None None False None False 32564.949 0 4015064 155554 None 9.86 18-19 sr PVC DOOR SHUTTER (Nandi or Equivalent) Supply and fixing of door shuttersmade of rigid PVC extruded hollow section (Nandi or equivalent) o f 20mm x 200mm with the wall thickness of 1.0mm + /0.1mm equally divided into 4nos with tongue and groove locking arrangements. The shutter frame is made of 58x24 mm with the wall thickness of 1.5mm+/ -0.15mm section metricut and joined at 4 corners with 125mmx225mm plastic brackets. The shutter shall be horizontally reinforced with 2nos of 8mm PVC rods. Teak wood battons shall be reinforced inside the door shutter during the fabrication of the door shutter at those points wherever the hardware is fixed on to the door shutter. ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge.All Blocks Ground Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1842.55 1842.55 72.45 False None None False None False 133492.7475 0 4015065 155554 None 9.86 18-19 sr PVC DOOR SHUTTER (Nandi or Equivalent) Supply and fixing of door shuttersmade of rigid PVC extruded hollow section (Nandi or equivalent) o f 20mm x 200mm with the wall thickness of 1.0mm + /0.1mm equally divided into 4nos with tongue and groove locking arrangements. The shutter frame is made of 58x24 mm with the wall thickness of 1.5mm+/ -0.15mm section metricut and joined at 4 corners with 125mmx225mm plastic brackets. The shutter shall be horizontally reinforced with 2nos of 8mm PVC rods. Teak wood battons shall be reinforced inside the door shutter during the fabrication of the door shutter at those points wherever the hardware is fixed on to the door shutter. ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge.All Blocks First Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1846.55 1846.55 72.45 False None None False None False 133782.5475 0 4015066 155554 None 9.86 18-19 sr PVC DOOR SHUTTER (Nandi or Equivalent) Supply and fixing of door shuttersmade of rigid PVC extruded hollow section (Nandi or equivalent) o f 20mm x 200mm with the wall thickness of 1.0mm + /0.1mm equally divided into 4nos with tongue and groove locking arrangements. The shutter frame is made of 58x24 mm with the wall thickness of 1.5mm+/ -0.15mm section metricut and joined at 4 corners with 125mmx225mm plastic brackets. The shutter shall be horizontally reinforced with 2nos of 8mm PVC rods. Teak wood battons shall be reinforced inside the door shutter during the fabrication of the door shutter at those points wherever the hardware is fixed on to the door shutter. ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge.All Blocks Second Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1850.55 1850.55 72.45 False None None False None False 134072.3475 0 4015067 155554 None 9.86 18-19 sr PVC DOOR SHUTTER (Nandi or Equivalent) Supply and fixing of door shuttersmade of rigid PVC extruded hollow section (Nandi or equivalent) o f 20mm x 200mm with the wall thickness of 1.0mm + /0.1mm equally divided into 4nos with tongue and groove locking arrangements. The shutter frame is made of 58x24 mm with the wall thickness of 1.5mm+/ -0.15mm section metricut and joined at 4 corners with 125mmx225mm plastic brackets. The shutter shall be horizontally reinforced with 2nos of 8mm PVC rods. Teak wood battons shall be reinforced inside the door shutter during the fabrication of the door shutter at those points wherever the hardware is fixed on to the door shutter. ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge.All Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1854.55 1854.55 12.6 False None None False None False 23367.33 0 4015068 155554 None 12.90 v2 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimumTiO2(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)All Blocks Stilt Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 7070.7 7070.7 5.4 False None None False None False 38181.78 0 4015069 155554 None 12.90 v2 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimumTiO2(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)All Blocks Ground Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 7138.04 7138.04 129.3 False None None False None False 922948.572 0 4015070 155554 None 12.90 v2 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimumTiO2(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)All Blocks First Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 7205.38 7205.38 129.3 False None None False None False 931655.634 0 4015071 155554 None 12.90 v2 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimumTiO2(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)All Blocks Second Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 7272.72 7272.72 129.3 False None None False None False 940362.696 0 4015072 155554 None 12.90 v2 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimumTiO2(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)All Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 7340.06 7340.06 118.86 False None None False None False 872439.5316 0 4015073 155554 None 12.90 v2 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimumTiO2(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)All Blocks Terrace Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 7407.4 7407.4 5.4 False None None False None False 39999.96 0 4015074 155554 None 12.91 v2 Providing& fixing of Openable window 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 75mm and GI reinforcement of 1.5mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 5mm plain float glass, Standard hardware with friction hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size - 900mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)All Blocks Ground Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 6425.72 6425.72 33.12 False None None False None False 212819.8464 0 4015075 155554 None 12.91 v2 Providing& fixing of Openable window 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 75mm and GI reinforcement of 1.5mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 5mm plain float glass, Standard hardware with friction hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size - 900mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)All Blocks First Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 6486.34 6486.34 33.12 False None None False None False 214827.5808 0 4015076 155554 None 12.91 v2 Providing& fixing of Openable window 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 75mm and GI reinforcement of 1.5mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 5mm plain float glass, Standard hardware with friction hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size - 900mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)All Blocks Second Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 6546.96 6546.96 33.12 False None None False None False 216835.3152 0 4015077 155554 None 12.91 v2 Providing& fixing of Openable window 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 75mm and GI reinforcement of 1.5mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 5mm plain float glass, Standard hardware with friction hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size - 900mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)All Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 6607.58 6607.58 30.6 False None None False None False 202191.948 0 4015078 155554 None 12.57.3 v2 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.-do- 30 mm thick both side commercialAll Blocks Ground Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 3185.3 3185.3 110.39 False None None False None False 351625.267 0 4015079 155554 None 12.57.3 v2 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.-do- 30 mm thick both side commercialAll Blocks First Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 3215.35 3215.35 110.39 False None None False None False 354942.4865 0 4015080 155554 None 12.57.3 v2 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.-do- 30 mm thick both side commercialAll Blocks Second Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 3245.4 3245.4 110.39 False None None False None False 358259.706 0 4015081 155554 None 12.57.3 v2 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.-do- 30 mm thick both side commercialAll Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 3275.45 3275.45 100.78 False None None False None False 330099.851 0 4015082 155554 None 12.57.5 v2 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick both side commercialAll Blocks Ground Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 4130.82 4130.82 11.94 False None None False None False 49321.9908 0 4015083 155554 None 12.57.5 v2 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick both side commercialAll Blocks First Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 4169.79 4169.79 11.94 False None None False None False 49787.2926 0 4015084 155554 None 12.57.5 v2 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick both side commercialAll Blocks Second Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 4208.76 4208.76 11.94 False None None False None False 50252.5944 0 4015085 155554 None 12.57.5 v2 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick both side commercialAll Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 4247.73 4247.73 7.96 False None None False None False 33811.9308 0 4015086 155554 None 9.2 v2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominalsize) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge.All Blocks Stilt Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 840.0 840.0 1808.0 False None None False None False 1518720.0 0 4015087 155554 None 9.34 v2 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigmentto match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications.All Blocks Stilt Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1622.25 1622.25 31.67 False None None False None False 51376.6575 0 4015088 155554 None 9.34 v2 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigmentto match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications.All Blocks Ground Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1637.7 1637.7 81.08 False None None False None False 132784.716 0 4015089 155554 None 9.34 v2 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigmentto match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications.All Blocks First Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1653.15 1653.15 81.08 False None None False None False 134037.402 0 4015090 155554 None 9.34 v2 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigmentto match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications.All Blocks Second Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1668.6 1668.6 81.08 False None None False None False 135290.088 0 4015091 155554 None 9.34 v2 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigmentto match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications.All Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1684.05 1684.05 67.51 False None None False None False 113690.2155 0 4015092 155554 None 9.34 v2 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigmentto match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications.All Blocks Terrace Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1699.5 1699.5 13.15 False None None False None False 22348.425 0 4015093 155554 None 9.17.2 v2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the jointwith white cement & matching pigments etc. complete ----Size of Tile 600x600 mmAll Blocks Ground Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1245.5 1245.5 258.85 False None None False None False 322397.675 0 4015094 155554 None 9.17.2 v2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the jointwith white cement & matching pigments etc. complete ----Size of Tile 600x600 mmAll Blocks First Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1257.25 1257.25 258.85 False None None False None False 325439.1625 0 4015095 155554 None 9.17.2 v2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the jointwith white cement & matching pigments etc. complete ----Size of Tile 600x600 mmAll Blocks Second Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1269.0 1269.0 258.85 False None None False None False 328480.65 0 4015096 155554 None 9.17.2 v2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the jointwith white cement & matching pigments etc. complete ----Size of Tile 600x600 mmAll Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1280.75 1280.75 172.57 False None None False None False 221019.0275 0 4015097 155554 None 9.9 v2 Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer) of 1st quality conformingto IS : 15622 of approved make in colours such as White, Ivory, Grey, FumeRed Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarsesand), Jointing with grey cement slurry @ 3.3 kg/m2 including pointingthe joints with white cement and matching pigment etc., complete.All Blocks Ground Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1140.56 1140.56 41.36 False None None False None False 47173.5616 0 4015098 155554 None 9.9 v2 Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer) of 1st quality conformingto IS : 15622 of approved make in colours such as White, Ivory, Grey, FumeRed Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarsesand), Jointing with grey cement slurry @ 3.3 kg/m2 including pointingthe joints with white cement and matching pigment etc., complete.All Blocks First Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1151.32 1151.32 41.36 False None None False None False 47618.5952 0 4015099 155554 None 9.9 v2 Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer) of 1st quality conformingto IS : 15622 of approved make in colours such as White, Ivory, Grey, FumeRed Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarsesand), Jointing with grey cement slurry @ 3.3 kg/m2 including pointingthe joints with white cement and matching pigment etc., complete.All Blocks Second Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1162.08 1162.08 41.36 False None None False None False 48063.6288 0 4015100 155554 None 9.9 v2 Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer) of 1st quality conformingto IS : 15622 of approved make in colours such as White, Ivory, Grey, FumeRed Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarsesand), Jointing with grey cement slurry @ 3.3 kg/m2 including pointingthe joints with white cement and matching pigment etc., complete.All Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1172.84 1172.84 27.58 False None None False None False 32346.9272 0 4015101 155554 None 9.38 v2 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approvedmake and size including cost of materials, labour, complete as per specifications.All Blocks Ground Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1475.52 1475.52 195.02 False None None False None False 287755.9104 0 4015102 155554 None 9.38 v2 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approvedmake and size including cost of materials, labour, complete as per specifications.All Blocks First Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1489.44 1489.44 195.02 False None None False None False 290470.5888 0 4015103 155554 None 9.38 v2 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approvedmake and size including cost of materials, labour, complete as per specifications.All Blocks Second Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1503.36 1503.36 195.02 False None None False None False 293185.2672 0 4015104 155554 None 9.38 v2 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approvedmake and size including cost of materials, labour, complete as per specifications.All Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 1517.28 1517.28 130.02 False None None False None False 197276.7456 0 4015105 155554 None 14.52 18-19 sr Providing and laying plat form using prepolished, water cut / gang saw 40mm thick telephonic Black Granite. laid on existing vertical -supports and fixing in CM 1:3 proportion. Including cutting to required shape, pattern with paper joints, including full rounding for nosing, finished with cement mortar, pointed with colour pigments to match the colour of slab making through jointing with sealant, making holes 25mm x 12mm grooves in joints including curing. ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge.All Blocks Ground Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 3632.75 3632.75 16.94 False None None False None False 61538.785 0 4015106 155554 None 14.52 18-19 sr Providing and laying plat form using prepolished, water cut / gang saw 40mm thick telephonic Black Granite. laid on existing vertical -supports and fixing in CM 1:3 proportion. Including cutting to required shape, pattern with paper joints, including full rounding for nosing, finished with cement mortar, pointed with colour pigments to match the colour of slab making through jointing with sealant, making holes 25mm x 12mm grooves in joints including curing. ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge.All Blocks First Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 3634.75 3634.75 16.94 False None None False None False 61572.665 0 4015107 155554 None 14.52 18-19 sr Providing and laying plat form using prepolished, water cut / gang saw 40mm thick telephonic Black Granite. laid on existing vertical -supports and fixing in CM 1:3 proportion. Including cutting to required shape, pattern with paper joints, including full rounding for nosing, finished with cement mortar, pointed with colour pigments to match the colour of slab making through jointing with sealant, making holes 25mm x 12mm grooves in joints including curing. ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge.All Blocks Second Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 3636.75 3636.75 16.94 False None None False None False 61606.545 0 4015108 155554 None 14.52 18-19 sr Providing and laying plat form using prepolished, water cut / gang saw 40mm thick telephonic Black Granite. laid on existing vertical -supports and fixing in CM 1:3 proportion. Including cutting to required shape, pattern with paper joints, including full rounding for nosing, finished with cement mortar, pointed with colour pigments to match the colour of slab making through jointing with sealant, making holes 25mm x 12mm grooves in joints including curing. ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge.All Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 3638.75 3638.75 11.29 False None None False None False 41081.4875 0 4015109 155554 None 8.51 v2 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 incharge.All Blocks Stilt Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 105.0 105.0 2403.15 False None None False None False 252330.75 0 4015110 155554 None 8.51 v2 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 incharge.All Blocks Ground Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 106.0 106.0 6085.24 False None None False None False 645035.44 0 4015111 155554 None 8.51 v2 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 incharge.All Blocks First Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 107.0 107.0 6077.8 False None None False None False 650324.6 0 4015112 155554 None 8.51 v2 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 incharge.All Blocks Second Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 108.0 108.0 6077.8 False None None False None False 656402.4 0 4015113 155554 None 8.51 v2 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 incharge.All Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 109.0 109.0 5646.57 False None None False None False 615476.13 0 4015114 155554 None 8.51 v2 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 incharge.All Blocks Terrace Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 110.0 110.0 387.8 False None None False None False 42658.0 0 4015115 155554 None 8.25 v2 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.All Blocks Stilt Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 143.85 143.85 2403.15 False None None False None False 345693.1275 0 4015116 155554 None 8.25 v2 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.All Blocks Ground Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 145.22 145.22 6077.8 False None None False None False 882618.116 0 4015117 155554 None 8.25 v2 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.All Blocks First Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 146.59 146.59 6077.8 False None None False None False 890944.702 0 4015118 155554 None 8.25 v2 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.All Blocks Second Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 147.96 147.96 6077.8 False None None False None False 899271.288 0 4015119 155554 None 8.25 v2 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.All Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 149.33 149.33 5646.57 False None None False None False 843202.2981 0 4015120 155554 None 8.25 v2 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.All Blocks Terrace Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 150.7 150.7 387.8 False None None False None False 58441.46 0 4015121 155554 None 8.30 v2 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.All Blocks Stilt Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 182.7 182.7 1229.38 False None None False None False 224607.726 0 4015122 155554 None 8.30 v2 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.All Blocks Ground Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 184.44 184.44 1771.89 False None None False None False 326807.3916 0 4015123 155554 None 8.30 v2 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.All Blocks First Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 186.18 186.18 1701.51 False None None False None False 316787.1318 0 4015124 155554 None 8.30 v2 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.All Blocks Second Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 187.92 187.92 1701.51 False None None False None False 319747.7592 0 4015125 155554 None 8.30 v2 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.All Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 189.66 189.66 1694.79 False None None False None False 321433.8714 0 4015126 155554 None 8.30 v2 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.All Blocks Terrace Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 191.4 191.4 1742.46 False None None False None False 333506.844 0 4015127 155554 None 8.34.2 v2 Applying priming coat: With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.All Blocks Ground Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 61.48 61.48 491.15 False None None False None False 30195.902 0 4015128 155554 None 8.34.2 v2 Applying priming coat: With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.All Blocks First Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 62.06 62.06 491.15 False None None False None False 30480.769 0 4015129 155554 None 8.34.2 v2 Applying priming coat: With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.All Blocks Second Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 62.64 62.64 491.15 False None None False None False 30765.636 0 4015130 155554 None 8.34.2 v2 Applying priming coat: With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.All Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 63.22 63.22 447.71 False None None False None False 28304.2262 0 4015131 155554 None 8.41 v2 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.All Blocks Stilt Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 175.35 175.35 5.4 False None None False None False 946.89 0 4015132 155554 None 8.41 v2 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.All Blocks Ground Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 177.02 177.02 653.57 False None None False None False 115694.9614 0 4015133 155554 None 8.41 v2 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.All Blocks First Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 178.69 178.69 653.57 False None None False None False 116786.4233 0 4015134 155554 None 8.41 v2 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.All Blocks Second Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 180.36 180.36 653.57 False None None False None False 117877.8852 0 4015135 155554 None 8.41 v2 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.All Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 182.03 182.03 596.81 False None None False None False 108637.3243 0 4015136 155554 None 8.41 v2 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.All Blocks Terrace Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 183.7 183.7 38.16 False None None False None False 7009.992 0 4015137 155554 None 2.1.3 v1 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarseaggregatesAll Blocks Stilt Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Cum 6288.45 6288.45 64.33 False None None False None False 404535.9885 0 4015138 155554 None 12.91 v2 Additionalities for formwork,centrening,scaffolding charges shall be added on percentage to the finished concrete at 20% of finished rate of concrete in m3 -- including the cost and conveyance of all materials, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work. All Blocks Stilt Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Cum 1257.69 1257.69 64.33 False None None False None False 80907.1977 0 4015139 155554 None 15.1 v2 Providing and laying water proofing treatment to the Roof with PU basedsingle component elastomeric pure polyurethane based coating on Newterrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greaterthan400% and tensile strength greater than 2MPa as per ASTM D412. Thewaterproofing membrane to be applied in 2coats @ 1.6 kg/m2to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification.All Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 890.53 890.53 116.73 False None None False None False 103951.5669 0 4015140 155554 None 15.1 v2 Providing and laying water proofing treatment to the Roof with PU basedsingle component elastomeric pure polyurethane based coating on Newterrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greaterthan400% and tensile strength greater than 2MPa as per ASTM D412. Thewaterproofing membrane to be applied in 2coats @ 1.6 kg/m2to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification.All Blocks Terrace Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 898.7 898.7 323.47 False None None False None False 290702.489 0 4015141 155554 None 9.24 v2 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 theEngineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent.All Blocks Stilt Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 2994.6 2994.6 17.38 False None None False None False 52046.148 0 4015142 155554 None 9.24 v2 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 theEngineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent.All Blocks Ground Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 3023.12 3023.12 17.18 False None None False None False 51937.2016 0 4015143 155554 None 9.24 v2 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 theEngineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent.All Blocks First Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 3051.64 3051.64 17.18 False None None False None False 52427.1752 0 4015144 155554 None 9.24 v2 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 theEngineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent.All Blocks Second Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 3080.16 3080.16 17.18 False None None False None False 52917.1488 0 4015145 155554 None 9.24 v2 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 theEngineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent.All Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 3108.68 3108.68 17.18 False None None False None False 53407.1224 0 4015146 155554 None 14.54 v2 Providing half nosing for 40mm thick granite slab using required machinery including cost and conveyance of all materials, labour for all items of work, HOM of equipment etc., complete as per specificationAll Blocks Stilt Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 370.8 370.8 100.0 False None None False None False 37080.0 0 4015147 155554 None 14.54 v2 Providing half nosing for 40mm thick granite slab using required machinery including cost and conveyance of all materials, labour for all items of work, HOM of equipment etc., complete as per specificationAll Blocks Ground Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 372.8 372.8 122.5 False None None False None False 45668.0 0 4015148 155554 None 14.54 v2 Providing half nosing for 40mm thick granite slab using required machinery including cost and conveyance of all materials, labour for all items of work, HOM of equipment etc., complete as per specificationAll Blocks First Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 374.8 374.8 122.5 False None None False None False 45913.0 0 4015149 155554 None 14.54 v2 Providing half nosing for 40mm thick granite slab using required machinery including cost and conveyance of all materials, labour for all items of work, HOM of equipment etc., complete as per specificationAll Blocks Second Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 376.8 376.8 122.5 False None None False None False 46158.0 0 4015150 155554 None 14.54 v2 Providing half nosing for 40mm thick granite slab using required machinery including cost and conveyance of all materials, labour for all items of work, HOM of equipment etc., complete as per specificationAll Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 378.8 378.8 122.5 False None None False None False 46403.0 0 4015151 155554 None 8.6.2 v2 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement tobrick/stone masonry including rounding off corners wherever requiredsmooth rendering, providing and removing scaffolding, including costof materials, labour, curing complete as per specifications and as perdirections of Engineer-in-charge.All Blocks Terrace Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 471.9 471.9 119.01 False None None False None False 56160.819 0 4015152 155554 None 10.9 18-19 sr Providing and applying Polymer based water proofing slurry having chemical resistance properties, capable of withstanding a Temperature of 200 DegC for Protective Negative coating for Water Dampness & seepages, comprising of Portland cement, Lime stone, Silica sand, Alumina cement, sodium aluminate in the form of powder composition at 3.30 kgs mixed with 1.0 liter of Acrylic emulsion, applied on 0.64 Sqm area/liter of slurry on a cleaned surface free of loose materials etc, complete on all masonry structures, overhead tank, sump tank, water closet areas, sunken slab and other such areas, filling tile joints, capable of Self curing within 3 to 4 hours of its application in normal atmospheric condition, including cost of all materials, labour charges, HOM and machineries etc., complete. ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge.All Blocks Terrace Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 2850.01 2850.01 60.65 False None None False None False 172853.1065 0 4015153 155554 None 10.6 18-19 sr Providing and fixing food grade epoxy painting to over head tank and sump tank after cleaning and drying including pumping and bailing out of water, including cost of all materials labour lead and lifts etc., complete ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. All Blocks Terrace Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 90.64 90.64 60.65 False None None False None False 5497.316 0 4015154 155554 None 9.100 18-19 sr Providing and fixing require line and slope roofing with semi-corrugated PVC roofing sheets of industrial profile 250/40 in 2.00 mm thick white colour, fire and heat resistant having width of 1.054 mtrs. fixed with self tapping screws with washers, over the existing purlins, rafters and trusses including cost of materials, labour, complete as per specification. All Blocks Terrace Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 844.6 844.6 23.76 False None None False None False 20067.696 0 4015155 155554 None 8.80 18-19 sr Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth.All Blocks Stilt Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 69.3 69.3 100.0 False None None False None False 6930.0 0 4015156 155554 None 8.80 18-19 sr Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth.All Blocks Ground Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 69.96 69.96 384.9 False None None False None False 26927.604 0 4015157 155554 None 8.80 18-19 sr Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth.All Blocks First Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 70.62 70.62 384.9 False None None False None False 27181.638 0 4015158 155554 None 8.80 18-19 sr Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth.All Blocks Second Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 71.28 71.28 384.9 False None None False None False 27435.672 0 4015159 155554 None 8.80 18-19 sr Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth.All Blocks Third Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 71.94 71.94 384.9 False None None False None False 27689.706 0 4015160 155554 None 8.80 18-19 sr Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth.All Blocks Terrace Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 72.6 72.6 33.28 False None None False None False 2416.128 0 4015161 155554 None 1.4.1 v1 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications,ncluding setting out, shoring, strutting, barricading, caution lights, removalof stumps and other deleterious matter, excavated surface leveled and sidesneatly dressed disposing off the excavated stuff or sorting & stacking theselected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m All Blocks Stilt Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Cum 254.1 254.1 160.3 False None None False None False 40732.23 0 4015162 155554 None 274 sn v2 Door Lock All Blocks Stilt Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 365.4 365.4 158.0 False None None False None False 57733.2 0 4015163 155554 None 22.15.8 v2 Providing and fixing Stainless Steel Fixtures conforming to 304graded steel as per direction of engineer in charge---- SS hinges 125 mm All Blocks Stilt Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 52.5 52.5 3002.0 False None None False None False 157605.0 0 4015164 155554 None 22.15.7 v2 Providing and fixing Stainless Steel Fixtures conforming to 304graded steel as per direction of engineer in charge SS Tower Bolts 250x10mmAll Blocks Stilt Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 210.0 210.0 1264.0 False None None False None False 265440.0 0 4015165 155554 None 226 v2 Chromium plated brass handles All Blocks Stilt Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 199.5 199.5 1264.0 False None None False None False 252168.0 0 4015166 155554 None 22.15.4 v2 Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Aldrop 16mm dia, 300mm All Blocks Stilt Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 393.75 393.75 632.0 False None None False None False 248850.0 0 4015167 155554 None 1.15.1 v1 Earth work excavation for Foundation by mechanical means for all works &depth upto 3 m, as per drawing and technical specifications, including settingout, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting& stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools usage of machinery & other appurtenaces required to complete the work--- In ordinary/soft rock without blasting upto 1.5 m depth All Blocks Stilt Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Cum 381.15 381.15 194.26 False None None False None False 74042.199 0 4015168 155554 None 22.7 18-19 Vaccum de-watering with vaccum pump and suction mat and compaction with skin floater clubbed with floating disc including cost of generator, HOM of machinery, Screed Vibratory, Power Floater, blade and disc etc., with all lead and lift. All Blocks Stilt Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 70.04 70.04 2554.88 False None None False None False 178943.7952 0 4015169 155554 None 1.8 v1 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. All Blocks Stilt Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Cum 497.7 497.7 2071.04 False None None False None False 1030756.608 0 4015170 155554 None 8.7 v2 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.All Blocks Terrace Floor ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sqm 402.6 402.6 40.0 False None None False None False 16104.0 0 4015171 155554 None 16.15.7 v5 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H: =--------------------- Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.6M depth & SFRC cover & frame ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 43646.4 43646.4 4.0 False None None False None False 174585.6 0 4015172 155554 None 13.12 v2 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 666.75 666.75 630.0 False None None False None False 420052.5 0 4015173 155554 None 14.40.2 v2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 520.8 520.8 112.0 False None None False None False 58329.6 0 4015174 155554 None 14.1.1 v2 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: ------------- White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 5128.2 5128.2 22.0 False None None False None False 112820.4 0 4015175 155554 None 11.56.1 18-19 Providing and fixing to wall, ceiling and floor unplasticised PVC pipes 6.00 kgf/sq.cm working pressure chemp plast / Wavin or equivalent make with pipe fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, with 90mm outer dia ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 443.93 443.93 1171.0 False None None False None False 519842.03 0 4015176 155554 None 11.56.2 18-19 Providing and fixing to wall, ceiling and floor unplasticised PVC pipes 6.00 kgf/sq.cm working pressure chemp plast / Wavin or equivalent make with pipe fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials,with 110mm outer dia ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 624.18 624.18 1542.6 False None None False None False 962860.068 0 4015177 155554 None 16.9 v5 Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 5726.7 5726.7 45.0 False None None False None False 257701.5 0 4015178 155554 None 1.6.1 v1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Cum 508.2 508.2 118.8 False None None False None False 60374.16 0 4015179 155554 None 13.6.4.1 v2 Providing and fixing gun metal non- return valve of approved quality(screwed end) : 50 mm nominal bore Horizontal ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Nos 1429.05 1429.05 3.0 False None None False None False 4287.15 0 4015180 155554 None 14.10.2.3 v2 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required 470x420 mm bowl depth 178 mm ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 2628.15 2628.15 90.0 False None None False None False 236533.5 0 4015181 155554 None 13.3.2 v2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 320.25 320.25 540.0 False None None False None False 172935.0 0 4015182 155554 None 11.56.4 18-19 Providing and fixing to wall, ceiling and floor unplasticised PVC pipes 10.00 kgf/sq.cm working pressure chemp plast / Wavin or equivalent make with pipe fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials,with 160mm outer dia ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 1289.56 1289.56 200.0 False None None False None False 257912.0 0 4015183 155554 None 13.59 v2 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with allfitting arrangements & all necessary accessories complete ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 231.0 231.0 110.0 False None None False None False 25410.0 0 4015184 155554 None 13.47 18-19 KSRB13-6.6-2 : Providing and Fixing unplasticised PVC connection pipe with brass union 15mm nominal bore 450mm length of PVC connection including cost of all materials, ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 271.92 271.92 474.0 False None None False None False 128890.08 0 4015185 155554 None 37.36.2 18-19 Wall bores in concrete. including cost of materials, labour, HOM complete as per specifications. - - upto 90 to 120cm thick. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 390.37 390.37 1264.0 False None None False None False 493427.68 0 4015186 155554 None 13.22.1.2 v2 Providing and fixing PTMT grating of approved quality and colour- Circulat type- 125mm nominal dia ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 46.2 46.2 948.0 False None None False None False 43797.6 0 4015187 155554 None 14.52 v2 2 Providing and fixing Angle cock light with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class - Ecocnomy ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 630.0 630.0 316.0 False None None False None False 199080.0 0 4015188 155554 None 14.35.1 v2 Providing and fixing vitreous china dual purpose closet suitable for use as squatting pan or European type water closet with seat & lid fixed with C.P. brass hinges and rubberbuffers, 10 litre low level flushing cistern with fitting and brackets, 40mm flush bend, 20 mm over flow pipe, with specials of standard make and mosquito proof coupling of approved municipal design complete,including painting of fittings and brackets, cutting and making good thewalls and floors wherever required: White vitreous china dual purpose WC pan with white solid plastic seatand lid with white vitreous china flushing cistern and C.P. flush bend. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Pan 9063.6 9063.6 90.0 False None None False None False 815724.0 0 4015189 155554 None 14.7.7 v2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillartaps, 32 mm C.P. brass waste of standard pattern, including painting offittings and brackets, cutting and making good the walls wherever require: White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 2203.95 2203.95 112.0 False None None False None False 246842.4 0 4015190 155554 None 13.32.2 v5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVCplain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVCsolvent cement and the cost of cutting chases and making good thesame including testing of joints complete as per direction of Engineer inCharge. Concealed work, including cutting chases and making good thewalls etc.------ 20 mm nominal dia pipes ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 397.95 397.95 484.0 False None None False None False 192607.8 0 4015191 155554 None 13.32.3 v5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVCplain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVCsolvent cement and the cost of cutting chases and making good thesame including testing of joints complete as per direction of Engineer inCharge. Concealed work, including cutting chases and making good thewalls etc.------ 25 mm nominal dia pipes ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 500.85 500.85 60.0 False None None False None False 30051.0 0 4015192 155554 None 13.32.4 v5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVCplain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVCsolvent cement and the cost of cutting chases and making good thesame including testing of joints complete as per direction of Engineer inCharge. Concealed work, including cutting chases and making good thewalls etc.------ 32 mm nominal dia pipes ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 584.85 584.85 30.0 False None None False None False 17545.5 0 4015193 155554 None 13.33.5 v5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVCplain & brass threaded fittings This includes jointing of pipes & fittingswith one step CPVC solvent cement, trenching, refilling & testing of jointscomplete as per direction of Engineer in Charge. External work ---- 40 mm nominal dia Pipes ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 500.85 500.85 30.0 False None None False None False 15025.5 0 4015194 155554 None 13.33.6 v5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVCplain & brass threaded fittings This includes jointing of pipes & fittingswith one step CPVC solvent cement, trenching, refilling & testing of jointscomplete as per direction of Engineer in Charge. External work ---- 50 mm nominal dia Pipes ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 757.05 757.05 150.0 False None None False None False 113557.5 0 4015195 155554 None 11.15.5 v5 Supply and delivery at site GM (copper alloy) gate valves confirming toClass-I as per IS 778 with latest amendments, 1 No. screwed in bonnetinside screw, rising spring spindle integral seat screwed females endsconfirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standardtested 1 HP with IS mark----- For 40 mm dia GM (Copper alloy) Gate valves ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 1575.0 1575.0 6.0 False None None False None False 9450.0 0 4015196 155554 None 11.15.6 v5 Supply and delivery at site GM (copper alloy) gate valves confirming toClass-I as per IS 778 with latest amendments, 1 No. screwed in bonnetinside screw, rising spring spindle integral seat screwed females endsconfirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standardtested 1 HP with IS mark----- For 50 mm dia GM (Copper alloy) Gate valves ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 1772.4 1772.4 2.0 False None None False None False 3544.8 0 4015197 155554 None 1.6.1 v1 Earth work excavation for pipelines/cables by Manual means upto 600mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Cum 508.2 508.2 314.26 False None None False None False 159706.932 0 4015198 155554 None 13.4.1 v5 Providing and fixing Brass full way valve gate with C.I. wheel ofapproved quality (screwed end) : 25 mm nominal bore ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 576.45 576.45 1.0 False None None False None False 576.45 0 4015199 155554 None 1.10 v1 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 168.0 168.0 392.25 False None None False None False 65898.0 0 4015200 155554 None 2.1.1 v6 Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVCConduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm 2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet Short point upto 3m from tapping point to out let via switch ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Point 299.25 299.25 288.0 False None None False None False 86184.0 0 4015201 155554 None 2.1.2 v6 Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm 2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet ------------ Medium point above 3m upto 6m from tapping point to out let via switch ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Point 413.7 413.7 237.0 False None None False None False 98046.9 0 4015202 155554 None 2.1.3 v6 Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm 2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet ------------ Long point above 6m upto 10m from tapping point to out let via switch ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Point 598.5 598.5 61.0 False None None False None False 36508.5 0 4015203 155554 None 3.1.1 v6 Supplying 6A flush type socket and 6 amps flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3654 - 6Amps 1Way ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 134.4 134.4 286.0 False None None False None False 38438.4 0 4015204 155554 None 3.2 v6 Supplying and mounting 2 Nos. of 2Way 6 A flush type switches either surface/flush mounted on existing gang box or in 4mm thick plastic sheet and mounted on a flush mounted wooden box and wiring as per IS 1293 ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 178.5 178.5 10.0 False None None False None False 1785.0 0 4015205 155554 None 3.8 v6 Supplying 4mm thick plastic sheet with necessary nitches for fixing switches, regulators etc, and fixing on existing wooden or metal box using N.F. screws. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sq CM 0.43 0.43 23684.3 False None None False None False 10184.249 0 4015206 155554 None 3.3.1 v6 Supplying and fixing surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.C wall, including necessary rawl plugs, Machine/NF screws etc., complete. - 1-3Way ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 108.15 108.15 197.0 False None None False None False 21305.55 0 4015207 155554 None 3.3.2 v6 Supplying and fixing surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.C wall, including necessary rawl plugs, Machine/NF screws etc., complete. - 4-5Way ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 130.2 130.2 74.0 False None None False None False 9634.8 0 4015208 155554 None 3.3.3 v6 Supplying and fixing surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.C wall, including necessary rawl plugs, Machine/NF screws etc., complete. - 6Way ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 143.85 143.85 104.0 False None None False None False 14960.4 0 4015209 155554 None 3.3.4 v6 Supplying and fixing surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.C wall, including necessary rawl plugs, Machine/NF screws etc., complete. - 8Way ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 181.65 181.65 101.0 False None None False None False 18346.65 0 4015210 155554 None 3.3.5 v6 Supplying and fixing surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.C wall, including necessary rawl plugs, Machine/NF screws etc., complete. -10-12Way ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 229.95 229.95 10.0 False None None False None False 2299.5 0 4015211 155554 None 3.5.1 v6 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 3 Module ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 143.85 143.85 197.0 False None None False None False 28338.45 0 4015212 155554 None 3.5.2 v6 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. - 4 Module ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 169.05 169.05 74.0 False None None False None False 12509.7 0 4015213 155554 None 3.5.3 v6 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. - 6 Module ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 183.75 183.75 104.0 False None None False None False 19110.0 0 4015214 155554 None 3.5.4 v6 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 ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 245.7 245.7 101.0 False None None False None False 24815.7 0 4015215 155554 None 3.5.5 v6 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 ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 298.2 298.2 10.0 False None None False None False 2982.0 0 4015216 155554 None 3.6.1 v6 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. - 6Amps one way Switch ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 107.1 107.1 854.0 False None None False None False 91463.4 0 4015217 155554 None 3.6.2 v6 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. - 6Amps Two way Switch ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 174.3 174.3 94.0 False None None False None False 16384.2 0 4015218 155554 None 3.6.3 v6 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. - 6Amps 3way socket ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 179.55 179.55 292.0 False None None False None False 52428.6 0 4015219 155554 None 3.6.4 v6 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. - Stepped Fan Regulator. ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 374.85 374.85 66.0 False None None False None False 24740.1 0 4015220 155554 None 3.6.8 v6 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. - 16Amps one way switch ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 189.0 189.0 70.0 False None None False None False 13230.0 0 4015221 155554 None 3.6.9 v6 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. - 6Amps Bell push ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 185.85 185.85 22.0 False None None False None False 4088.7 0 4015222 155554 None 3.6.11 v6 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. - 6/16Amps universal socket ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 247.8 247.8 70.0 False None None False None False 17346.0 0 4015223 155554 None 1.2.1 v6 Concealed Conduit System :Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary - 19/20mm dia 2mm thick ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 69.3 69.3 1107.8 False None None False None False 76770.54 0 4015224 155554 None 1.2.2 v6 Concealed Conduit System :Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary - 25mm dia 2mm thick ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 81.9 81.9 401.1 False None None False None False 32850.09 0 4015225 155554 None 2.3.1 v6 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.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 - 1 sqmm. ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge.. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 19.95 19.95 8523.0 False None None False None False 170033.85 0 4015226 155554 None 2.3.2 v6 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.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 - 1.5 sqmm ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge.. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 27.3 27.3 21091.7 False None None False None False 575803.41 0 4015227 155554 None 2.3.3 v6 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.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 - 2.5 sqmm ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 44.1 44.1 13951.4 False None None False None False 615256.74 0 4015228 155554 None 2.3.4 v6 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.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 - 4 sqmm ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 66.15 66.15 13226.0 False None None False None False 874899.9 0 4015229 155554 None 12.10 v6 Supplying and fixing one of 230 V bell or buzzer and a flush type bell push with gang box fixed on necessary wooden or rawl plugs using NF screws. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 198.45 198.45 22.0 False None None False None False 4365.9 0 4015230 155554 None 3.14.5 v6 Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board. - 6Amps Bakelite ceiling rose ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 81.9 81.9 470.0 False None None False None False 38493.0 0 4015231 155554 None 5.18.3 v6 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure. 1- Single Door II -Double Door Ill -Double Door - 8Way SP &N ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 1946.7 1946.7 22.0 False None None False None False 42827.4 0 4015232 155554 None 5.17.1 v6 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. - 6-32Amps SP ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 435.75 435.75 100.0 False None None False None False 43575.0 0 4015233 155554 None 5.17.4 v6 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. - 6-32Amps DP ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 775.95 775.95 25.0 False None None False None False 19398.75 0 4015234 155554 None 5.20.1 v6 Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ anel board. 16A-25A 2 pole. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 4490.85 4490.85 22.0 False None None False None False 98798.7 0 4015235 155554 None 11.3.2 v6 Supplying of .....feet -PVC Batten with integrated LED tube ....W with high quality diffuser with Life of 25000 burninghours & 70% lumen maintenance with CRI greater than 80. PowerInput: 220-240V@ 50/60Hz & Power factor greater than0.9 along with CEapproved. 2 years Warranty against any manufacturing defect working under standard electrical condition............. LED light fitting 1 x 4' - 20/22 W. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 724.5 724.5 688.0 False None None False None False 498456.0 0 4015236 155554 None 11.11.5 v6 Supplying & fixing of retrofit type - LED bulb ...... W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRIgreater than 70%. efficacy greater than80 lumen per W, lifegreater than 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF greater than 0.95, power loss should lesser than 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.12W, 6500K ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 282.45 282.45 292.0 False None None False None False 82475.4 0 4015237 155554 None 13.7.1 v6 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 ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 128.1 128.1 1454.0 False None None False None False 186257.4 0 4015238 155554 None 1.2.1 v6 Concealed Conduit System :Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary - 19/20mm dia 2mm thick ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 69.3 69.3 353.2 False None None False None False 24476.76 0 4015239 155554 None 1.3.1 v6 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. - 19/20mm dia 2mm thick ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 71.4 71.4 455.6 False None None False None False 32529.84 0 4015240 155554 None 3.3.1 v6 Supplying and fixing surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.C wall, including necessary rawl plugs, Machine/NF screws etc., complete. - 1-3Way ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 108.15 108.15 22.0 False None None False None False 2379.3 0 4015241 155554 None 3.6.12 v6 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. - TV/Telephone socket ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 163.8 163.8 22.0 False None None False None False 3603.6 0 4015242 155554 None 8.3 v6 Supplying and drawing PVC insulated gas injected physical foam jelly flooded co-axial TV cable.RG-6. ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 46.2 46.2 619.6 False None None False None False 28625.52 0 4015243 155554 None 5.42.1 v6 Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. - 14SWG ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sq CM 0.53 0.53 494670.0 False None None False None False 262175.1 0 4015244 155554 None 3.9 v6 Supplying and fixing hylum plastic sheet 3mm thick with necessary nitches for fixing switches, regulators etc., and fixing on existing wood or metal box using N. F. screws. ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Sq CM 0.37 0.37 132675.0 False None None False None False 49089.75 0 4015245 155554 None 5.14.11 v6 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit with thermal Magnetic/Micro processor release and Earth Fault as per IS-13947. (Icu=lcs) THREE POLE FOUR POLE - 250Amps 35kA ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 24722.25 24722.25 5.0 False None None False None False 123611.25 0 4015246 155554 None 5.21 v6 Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay/auto/ manual reset facility suitable to mount on DIN rail/ flush mounting on panel board. ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 9717.75 9717.75 3.0 False None None False None False 29153.25 0 4015247 155554 None 5.34 v6 Supplying, fixing and wiring 50/5 to 400/5Amps 5VA burden Current Transformer Class 0.5 accuracy with Tape Wound. ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 590.1 590.1 9.0 False None None False None False 5310.9 0 4015248 155554 None 5.38 v6 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 540.75 540.75 9.0 False None None False None False 4866.75 0 4015249 155554 None 5.40.3 v6 Supplying ......... amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. - 400Amps 4x50x10mm Aluminium Strips ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 4667.25 4667.25 31.6 False None None False None False 147485.1 0 4015250 155554 None 5.17.9 v6 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. - 50-63Amps TPN ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 3242.4 3242.4 3.0 False None None False None False 9727.2 0 4015251 155554 None 5.17.4 v6 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. - 6-32Amps DP ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 775.95 775.95 22.0 False None None False None False 17070.9 0 4015252 155554 None 5.17.1 v6 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. - 6-32Amps SP ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge.. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 435.75 435.75 22.0 False None None False None False 9586.5 0 4015253 155554 None 5.41.3 v6 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. - 75x75x6mm ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK m 582.75 582.75 63.0 False None None False None False 36713.25 0 4015254 155554 None 5.12.5 v6 Supplying of on load change over switches 4 poles, AC-23A Duty, 415V, 50Hz, AC Supply. With all accessories. (SM Enclosure Sheet Metal Execution) - 250Amps ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 22874.25 22874.25 3.0 False None None False None False 68622.75 0 4015255 155554 None 6.3.1 v6 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.----48" Sweep (1200 mm) Regular model ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 3133.2 3133.2 474.0 False None None False None False 1485136.8 0 4015256 155554 None 5.33 v6 Supplying of multi function digital meter with three line back light LCD type display for voltage, Current, frequency, Power, power factor, KVA, KWH, KVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5s accuracy ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 9780.75 9780.75 8.0 False None None False None False 78246.0 0 4015257 155554 None 12.57 v6 Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40 mm dia 2.9 mm thick 2.5m long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode.The funnel should be enclosed in a CC chamber of 400x400x400 mm with a cast iron cover. The earth electrode shall have staggered holes of 12 mm dia and the electrode should be covered 150 mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts. PWD Electrical 2023-24 12.57 ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 4468.8 4468.8 50.0 False None None False None False 223440.0 0 4015258 155554 None 5.7.1 v6 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. - 16Amps ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 164.85 164.85 3.0 False None None False None False 494.55 0 4015259 155554 None 5.18.3 v6 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. - 50-63 Amps SP ---- Including all Lift and lead charges etc., As per the Instructions of Engineer-in-charge. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK Each 851.55 851.55 3.0 False None None False None False 2554.65 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1726570085000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1726570085000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1726570085000 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 1726570085000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1726570085000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1726570123000 0 None None ELIGIBILITY OTHER CONDITIONS APPLY ACCORDING TO KW-4 DOCUMENT None 1726570174000 0 None None ELIGIBILITY Estimations are prepared excluding the 18 percent GST 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 Satisfactorily completed at least one Building development/repair work of value not less than Rs.250.00 Lakhs as prime contractor. (Certified by not below the rank of Executive Engineer or equivalent and Indent number should be mentioned) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Executed in any one financial year OR Continuous 12 months the following minimum quantities of work (KW-4 ATTACHED) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None MACHINERIES AS PER ATTACHED KW-4 DOCUMENT Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- MACHINERIES None None None None Achieved in at least two financial years a minimum financial turnover of Rs.1000.00Lakhs. (with VALID UDIN number should be mentioned) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Unconditional Liquid assets and or availability of credit facilities of not less than Rs.150.00 Lakhs (Credit lines/ letters of credit/ certificates from banks for meeting the fund requirement etc). Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit
tenderCriterionDocumentList	documentName optional documentTypeText Achieved in at least two financial years a minimum financial turnover of Rs.1000.00Lakhs. with VALID UDIN number should be mentioned True Technical Bid PWD Registration Certificate True Technical Bid Satisfactorily completed at least one Building development/repair work of value not less than Rs.250.00 Lakhs as prime contractor. Certified by not below the rank of Executive Engineer or equivalent and Indent number should be mentioned True Technical Bid Unconditional Line of Credit certificate Rs.150.00 lk True Technical Bid Machineries as per attached KW-4 document True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1726570840000 version 0 createdDate None modifiedDate None blockNumber EE West MCC Mysuru street None city Mysuru state Karnataka pin 570024
tenderRecallDTO	None