createdTs	None
version	None
createdDate	None
modifiedDate	None
noticeInvitingTenderDTO	createdTs 1710504584035 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 3010.00 emd 200000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 30-03-2024 16:00:00 tenderQueryClose 21-03-2024 16:00:00 technicalBidOpen 01-04-2024 16:00:00 publishedDate 15-03-2024 18:13:15 publishedByPost KHB_EE_CO_BNG publishedByUser KPE11677 - SHIVASHANKARAPPA K H bidValidityPeriod 180 noOfCalls 1 preBidMeetingDate 22-03-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson SHIVASHANKARAPPA K H splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08022273511 mobileNumber 8022273511 tenderSupplierList None
tenderSchedule	createdTs 1710504584055 version 4 createdDate None modifiedDate None tenderNumber KHB/2023-24/BD/WORK_INDENT217 title Construction of Post Metric Girls Hostel 2nd Phase at Khanapura, Belagavi District description Construction of Post Metric Girls Hostel 2nd Phase at Khanapura, Belagavi District category WORKS categoryText Works ecv 12038859.98 deptName Karnataka Housing Board status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 5488 locationName KHB Central Office Bengaluru provisionalAmount 12038860.0 groupOverheadTotal None fileNumber 767/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1710504584000 0 None None Buildings Construction of Post Metric Girls Hostel 2nd Phase at Khanapura, Belagavi District 12038859.98 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3095469 106436 None code01 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in ayers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)---consider 60% of finished rate of concrete for roof beam shuttering -- vol -II- 17 -- 2.5.2 Cum 12385.28 12385.28 1.51 False None None False None False 18701.7728 0 3095470 106436 None code02 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in ayers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)----consider 50% of finished rate of concrete for roof slab shuttering -- vol -II- 17 -- 2.5.2 Cum 11611.2 11611.2 5.27 False None None False None False 61191.024 0 3095471 106436 None code03 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in ayers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)---consider 60% of finished rate of concrete for linte and Cill lshuttering -- vol -II- 17 -- 2.5.2 Cum 12385.28 12385.28 0.71 False None None False None False 8793.5488 0 3095472 106436 None code04 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in ayers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)----consider 45% of finished rate of concrete for chejja shuttering -- vol -II- 17 -- 2.5.2 Cum 11224.16 11224.16 0.32 False None None False None False 3591.7312 0 3095473 106436 None code05 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in ayers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)---consider 60% of finished rate of concrete for roof beam shuttering -- vol -II- 17 -- 2.5.2 Cum 12507.91 12507.91 1.51 False None None False None False 18886.9441 0 3095474 106436 None code06 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in ayers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)---consider 50% of finished rate of concrete for roof slab shuttering -- vol -II- 17 -- 2.5.2 Cum 11726.16 11726.16 5.27 False None None False None False 61796.8632 0 3095475 106436 None code07 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in ayers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)---consider 60% of finished rate of concrete for linte and Cill lshuttering -- vol -II- 17 -- 2.5.2 Cum 12507.91 12507.91 0.71 False None None False None False 8880.6161 0 3095476 106436 None code08 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in ayers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)---consider 45% of finished rate of concrete for chejja shuttering -- vol -II- 17 -- 2.5.2 Cum 11335.29 11335.29 0.32 False None None False None False 3627.2928 0 3095477 106436 None code09 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in ayers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)---consider 60% of finished rate of concrete for roof beam shuttering -- vol -II- 17 -- 2.5.2 Cum 12630.54 12630.54 1.51 False None None False None False 19072.1154 0 3095478 106436 None code10 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in ayers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)---consider 50% of finished rate of concrete for roof slab shuttering -- vol -II- 17 -- 2.5.2 Cum 11841.13 11841.13 5.27 False None None False None False 62402.7551 0 3095479 106436 None code11 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in ayers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)---consider 60% of finished rate of concrete for linte and Cill lshuttering -- vol -II- 17 -- 2.5.2 Cum 12630.54 12630.54 0.71 False None None False None False 8967.6834 0 3095480 106436 None code12 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in ayers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)---consider 45% of finished rate of concrete for chejja shuttering -- vol -II- 17 -- 2.5.2 Cum 11446.42 11446.42 0.32 False None None False None False 3662.8544 0 3095481 106436 None code13 Providing Thermo-Mechanically Treated bars of grade Fe-550D 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) -- vol -II- 84 -- 11.3 Kg 101.19 101.19 1037.0 False None None False None False 104934.03 0 3095482 106436 None code14 Providing Thermo-Mechanically Treated bars of grade Fe-550D 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) -- vol -II- 84 -- 11.3 Kg 102.2 102.2 1037.0 False None None False None False 105981.4 0 3095483 106436 None code15 Providing Thermo-Mechanically Treated bars of grade Fe-550D 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) -- vol -II- 84 -- 11.3 Kg 103.2 103.2 1037.0 False None None False None False 107018.4 0 3095484 106436 None code16 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. -- vol -II- 17 -- 6.32 Sqm 1481.87 1481.87 40.26 False None None False None False 59660.0862 0 3095485 106436 None code17 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. -- vol -II- 17 -- 6.32 Sqm 1496.54 1496.54 40.26 False None None False None False 60250.7004 0 3095486 106436 None code18 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. -- vol -II- 17 -- 6.32 Sqm 1511.22 1511.22 40.26 False None None False None False 60841.7172 0 3095487 106436 None code19 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 commercial -- vol -II- 106 -- 12.57.6 Sqm 3757.85 3757.85 2.4 False None None False None False 9018.84 0 3095488 106436 None code20 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 commercial -- vol -II- 106 -- 12.57.6 Sqm 3795.05 3795.05 2.4 False None None False None False 9108.12 0 3095489 106436 None code21 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 commercial -- vol -II- 106 -- 12.57.6 Sqm 3832.26 3832.26 2.4 False None None False None False 9197.424 0 3095490 106436 None code22 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications -- vol -II- 105 -- 12.51 Nos 1149.3 1149.3 1.0 False None None False None False 1149.3 0 3095491 106436 None code23 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications -- vol -II- 105 -- 12.51 Nos 1160.68 1160.68 1.0 False None None False None False 1160.68 0 3095492 106436 None code24 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications -- vol -II- 105 -- 12.51 Nos 1172.06 1172.06 1.0 False None None False None False 1172.06 0 3095493 106436 None code25 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. -- vol -II- 107 -- 12.58 Nos 135.74 135.74 1.0 False None None False None False 135.74 0 3095494 106436 None code26 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. -- vol -II- 107 -- 12.58 Nos 137.09 137.09 1.0 False None None False None False 137.09 0 3095495 106436 None code27 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. -- vol -II- 107 -- 12.58 Nos 138.43 138.43 1.0 False None None False None False 138.43 0 3095496 106436 None code28 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. -- vol -II- 107 -- 12.59 Nos 1260.16 1260.16 1.0 False None None False None False 1260.16 0 3095497 106436 None code29 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. -- vol -II- 107 -- 12.59 Nos 1272.63 1272.63 1.0 False None None False None False 1272.63 0 3095498 106436 None code30 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. -- vol -II- 107 -- 12.59 Nos 1285.11 1285.11 1.0 False None None False None False 1285.11 0 3095499 106436 None code31 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. -- vol -II- 107 -- 12.60 Nos 1190.02 1190.02 1.0 False None None False None False 1190.02 0 3095500 106436 None code32 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. -- vol -II- 107 -- 12.60 Nos 1201.8 1201.8 1.0 False None None False None False 1201.8 0 3095501 106436 None code33 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. -- vol -II- 107 -- 12.60 Nos 1213.59 1213.59 1.0 False None None False None False 1213.59 0 3095502 106436 None code34 Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete -- vol -II- 107 -- 12.62 Nos 268.09 268.09 1.0 False None None False None False 268.09 0 3095503 106436 None code35 Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete -- vol -II- 107 -- 12.62 Nos 270.75 270.75 1.0 False None None False None False 270.75 0 3095504 106436 None code36 Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete -- vol -II- 107 -- 12.62 Nos 273.4 273.4 1.0 False None None False None False 273.4 0 3095505 106436 None code37 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete -- vol -II- 107 -- 12.63 Nos 147.06 147.06 1.0 False None None False None False 147.06 0 3095506 106436 None code38 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete -- vol -II- 107 -- 12.63 Nos 148.51 148.51 1.0 False None None False None False 148.51 0 3095507 106436 None code39 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete -- vol -II- 107 -- 12.63 Nos 149.97 149.97 1.0 False None None False None False 149.97 0 3095508 106436 None code40 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) -- vol -II- 112 -- 12.90 Sqm 7617.5 7617.5 2.7 False None None False None False 20567.25 0 3095509 106436 None code41 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) -- vol -II- 112 -- 12.90 Sqm 7692.92 7692.92 2.7 False None None False None False 20770.884 0 3095510 106436 None code42 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) -- vol -II- 112 -- 12.90 Sqm 7768.34 7768.34 2.7 False None None False None False 20974.518 0 3095511 106436 None code43 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. -- vol -II- 41 -- 8.4.1 Sqm 313.02 313.02 17.55 False None None False None False 5493.501 0 3095512 106436 None code44 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. -- vol -II- 41 -- 8.4.1 Sqm 313.02 313.02 17.55 False None None False None False 5493.501 0 3095513 106436 None code45 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. -- vol -II- 41 -- 8.4.1 Sqm 316.09 316.09 17.55 False None None False None False 5547.3795 0 3095514 106436 None code46 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. -- vol -II- 42 -- 8.2.1 Sqm 365.38 365.38 50.43 False None None False None False 18426.1134 0 3095515 106436 None code47 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. -- vol -II- 42 -- 8.2.1 Sqm 369.0 369.0 50.43 False None None False None False 18608.67 0 3095516 106436 None code48 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. -- vol -II- 42 -- 8.2.1 Sqm 372.61 372.61 50.43 False None None False None False 18790.7223 0 3095517 106436 None code49 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. -- vol -II- 50 -- 8.5.1 Sqm 113.12 113.12 67.98 False None None False None False 7689.8976 0 3095518 106436 None code50 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. -- vol -II- 50 -- 8.5.1 Sqm 114.24 114.24 67.98 False None None False None False 7766.0352 0 3095519 106436 None code51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. -- vol -II- 50 -- 8.5.1 Sqm 115.36 115.36 67.98 False None None False None False 7842.1728 0 3095520 106436 None code52 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. -- vol -II- 42 -- 8.2.1 Sqm 333.7 333.7 60.78 False None None False None False 20282.286 0 3095521 106436 None code53 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. -- vol -II- 42 -- 8.2.1 Sqm 337.01 337.01 60.78 False None None False None False 20483.4678 0 3095522 106436 None code54 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. -- vol -II- 42 -- 8.2.1 Sqm 340.31 340.31 60.78 False None None False None False 20684.0418 0 3095523 106436 None code55 Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 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 Enginer-in-charge. -- vol -II- 47 -- 8.36.1 Sqm 199.09 199.09 2.7 False None None False None False 537.543 0 3095524 106436 None code56 Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 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 Enginer-in-charge. -- vol -II- 47 -- 8.36.1 Sqm 201.06 201.06 2.7 False None None False None False 542.862 0 3095525 106436 None code57 Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 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 Enginer-in-charge. -- vol -II- 47 -- 8.36.1 Sqm 203.03 203.03 2.7 False None None False None False 548.181 0 3095526 106436 None code58 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. -- vol -II- 46 -- 8.33.1 Sqm 180.5 180.5 17.55 False None None False None False 3167.775 0 3095527 106436 None code59 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. -- vol -II- 46 -- 8.331 Sqm 182.27 182.27 17.55 False None None False None False 3198.8385 0 3095528 106436 None code60 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. -- vol -II- 46 -- 8.331 Sqm 180.5 180.5 50.43 False None None False None False 9102.615 0 3095529 106436 None code61 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. -- vol -II- 46 -- 8.331 Sqm 182.27 182.27 50.43 False None None False None False 9191.8761 0 3095530 106436 None code62 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 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. -- vol -II- 46 -- 8.31 Sqm 201.35 201.35 30.39 False None None False None False 6119.0265 0 3095531 106436 None code63 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 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. -- vol -II- 46 -- 8.31 Sqm 203.35 203.35 30.39 False None None False None False 6179.8065 0 3095532 106436 None code64 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 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. -- vol -II- 46 -- 8.31 Sqm 205.34 205.34 30.39 False None None False None False 6240.2826 0 3095533 106436 None code65 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 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. -- vol -II- 45 -- 8.31 Sqm 201.35 201.35 30.39 False None None False None False 6119.0265 0 3095534 106436 None code66 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 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. -- vol -II- 45 -- 8.31 Sqm 203.35 203.35 30.39 False None None False None False 6179.8065 0 3095535 106436 None code67 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 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. -- vol -II- 45 -- 8.31 Sqm 205.34 205.34 30.39 False None None False None False 6240.2826 0 3095536 106436 None code68 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 joint with white cement & matching pigments etc. complete. -- vol -II- 61 -- 9.17.2 Sqm 1329.16 1329.16 19.23 False None None False None False 25559.7468 0 3095537 106436 None code69 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 joint with white cement & matching pigments etc. complete. -- vol -II- 61 -- 9.17.2 Sqm 1342.32 1342.32 19.23 False None None False None False 25812.8136 0 3095538 106436 None code70 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 joint with white cement & matching pigments etc. complete. -- vol -II- 61 -- 9.17.2 Sqm 1355.48 1355.48 19.23 False None None False None False 26065.8804 0 3095539 106436 None code71 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. -- vol -II- 70 --10.8 Sqm 3154.92 3154.92 7.88 False None None False None False 24860.7696 0 3095540 106436 None code72 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. -- vol -II- 70 --10.8 Sqm 3186.15 3186.15 7.88 False None None False None False 25106.862 0 3095541 106436 None code73 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. -- vol -II- 70 --10.8 Sqm 3217.39 3217.39 7.88 False None None False None False 25353.0332 0 3095542 106436 None code74 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding -- vol -II- 85 --11.34.A Kg 190.04 190.04 56.7 False None None False None False 10775.268 0 3095543 106436 None code75 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding -- vol -II- 85 --11.34.A Kg 191.92 191.92 56.7 False None None False None False 10881.864 0 3095544 106436 None code76 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding -- vol -II- 85 --11.34.A Kg 193.8 193.8 56.7 False None None False None False 10988.46 0 3095545 106436 None code77 Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. -- 7.18 -- vol -II- 23 Cum 2304.22 2304.22 12.15 False None None False None False 27996.273 0 3095546 106436 None code78 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. -- vol -II- 17 -- 6.32 Sqm 1496.54 1496.54 4.86 False None None False None False 7273.1844 0 3095547 106436 None code79 Providing 12 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (In side) -- vol -II- 41 -- 8.1.2 Sqm 275.32 275.32 13.0359 False None None False None False 3589.043988 0 3095548 106436 None code80 Earth work excavation for pipelines/cables by mechanical means upto 600mm trench width, as per drawing and technical specifcations, 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. (Vol.1, P 10, I 1.17.1) -- Soft Rock9 95% (with blasting) (Vol.1, P8, I 1.116.1) Cum 620.48 620.48 202.5 False None None False None False 125647.2 0 3095549 106436 None code81 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00m spacing. This included jointing of pipes & fittinfs with one step CPVC solvent cement and testing of joints complete as per direction of Enginner in Charge.---15 mm nominal dia Pipes (Vol. 2, I 13.31.1) m 203.84 203.84 250.0 False None None False None False 50960.0 0 3095550 106436 None code82 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00m spacing. This included jointing of pipes & fittinfs with one step CPVC solvent cement and testing of joints complete as per direction of Enginner in Charge.----25 mm nominal dia Pipes (Vol. 2, I 13.31.3) m 356.16 356.16 250.0 False None None False None False 89040.0 0 3095551 106436 None code83 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00m spacing. This included jointing of pipes & fittinfs with one step CPVC solvent cement and testing of joints complete as per direction of Enginner in Charge.---32 mm nominal dia Pipes (Vol. 2, I 13.31.4) m 448.0 448.0 150.0 False None None False None False 67200.0 0 3095552 106436 None code84 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00m spacing. This included jointing of pipes & fittinfs with one step CPVC solvent cement and testing of joints complete as per direction of Enginner in Charge.---50 mm nominal dia Pipes (Vol. 2, I 13.31.6) m 874.72 874.72 150.0 False None None False None False 131208.0 0 3095553 106436 None code85 Providing GM (copper alloy) wheel valves/ check valve confrming to IS 778/1990 Class-I with latest amendments No. 1 and with ISI mark screwed in bonnet integral seat inside, screw, rising spindle screwed female ends confrming to IS 554/ 1990 body hudraulically tested 1.50 HP seat hydraulically tested 1.00 HP. --- For 15 mm dia GM (Copper alloy) wheel valves/ check valve. (Vol. 5, P 147, I N200A) Each 722.4 722.4 20.0 False None None False None False 14448.0 0 3095554 106436 None code86 Supply and delivery at site GM (copper alloy) gate valves confrming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confrming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. --- For 50 mm dia GM (Copper alloy) Gate valves (Vol. 5, P 147, I N180F) Each 1890.56 1890.56 8.0 False None None False None False 15124.48 0 3095555 106436 None code87 Providing and fxing P TMT pillar cock of approved quality and colour. 15 mm nominal bore, 125 mm long foam Flow, weighing not less than 120 gms. (Vol.2, P 116, I 13.20.2) Each 351.68 351.68 62.0 False None None False None False 21804.16 0 3095556 106436 None code88 Providing and fxing 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 fttings 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. (Vol. 2, P 123, I 14.1.1) Each 5470.08 5470.08 15.0 False None None False None False 82051.2 0 3095557 106436 None code89 Providing and fxing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fttings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fttings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid. (Vol. 2, P 123, I 14.3.1) Each 6694.24 6694.24 3.0 False None None False None False 20082.72 0 3095558 106436 None code90 Providing and fxing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fttings and brackets, cutting and making good the walls wherever require: White Vitreous China Angle back wash basin size 600 x 480 mm with single 15mm C.P. brass pillar tap.(Vol. 2, P 125, I 14.7.5) Each 2868.32 2868.32 14.0 False None None False None False 40156.48 0 3095559 106436 None code91 Providing and fixing CI Nahni trap of approved make conforming to ISI specifications and construction of cistern in CC 1:2:4 as per directions (Rate is inclusive of cost materials and fixtures and conveyance of materials to work spot) 10cmsx7.5cms ( Vol2. P128. I 14.29.) Each 52.64 52.64 20.0 False None None False None False 1052.8 0 3095560 106436 None code92 Providing and fixing 100 mm sand cast Iron grating for gully trap (Vol. 2, P 128, I 14.29) Each 52.64 52.64 20.0 False None None False None False 1052.8 0 3095561 106436 None code93 Providing and fxing PTMT towel rail complete with brackets fxed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 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. (Vol. 2, P 13, I 14.40.2) Each 555.52 555.52 20.0 False None None False None False 11110.4 0 3095562 106436 None code94 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. (Vol.2, P 128, I 14.31) Each 1366.4 1366.4 1.0 False None None False None False 1366.4 0 3095563 106436 None code95 Lowering, laying and fusion welding Jointing for HDPE Pipes Grade PE-80 / PE-100 conforming to IS 4984-2016, of specifed dia. including hydrualic testing and commissioning etc.(Contractor will make his own arrangements for procuring water for testing) for: 110mm dia. (Vol.5, P 121, I ). For Grade PE80 PN6.0 : m 75.04 75.04 100.0 False None None False None False 7504.0 0 3095564 106436 None code96 Lowering, laying and fusion welding Jointing for HDPE Pipes Grade PE-80 / PE-100 conforming to IS 4984-2016, of specifed dia. including hydrualic testing and commissioning etc.(Contractor will make his own arrangements for procuring water for testing) for: 110mm dia. (Vol.5, P 121, I ). For Grade PE80 PN6.0 : m 106.4 106.4 100.0 False None None False None False 10640.0 0 3095565 106436 None code97 Lowering, laying and fusion welding Jointing for HDPE Pipes Grade PE-80 / PE-100 conforming to IS 4984-2016, of specifed dia. including hydrualic testing and commissioning etc.(Contractor will make his own arrangements for procuring water for testing) for: 110mm dia. (Vol.5, P 121, I ). For Grade PE80 PN6.0 : m 148.96 148.96 100.0 False None None False None False 14896.0 0 3095566 106436 None code98 Providing and fxing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fttings of approved quality and colour, weighing not less than 105 gms. (Vol. 2, P 129, I 14.38) Each 162.4 162.4 27.0 False None None False None False 4384.8 0 3095567 106436 None code99 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arranfement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support tank. (Vol. 2, I 13.34) l 10.08 10.08 8000.0 False None None False None False 80640.0 0 3095568 106436 None code100 Supplying, installation, testing and commissioning of solar hot water heater comprising of high quality Evacuated Glass Tube (EGT) with absorber coating collector of size 58 x 1800 mm. Inner tank Material-Stainless steel 304-L Grade with Aluminium Stucco cladding made of High quality PUF insulation to minimizes heat loss and hold water Temperature upto 72 Hrs...with appropriate capacity electrical back up arrangement excluding inlet and out let pipes. Fitted with Sacrificial Anode. --- 200 L- 20 nos Tubes (Vol.6, P 27, I 7.4.2) Each 48408.64 48408.64 2.0 False None None False None False 96817.28 0 3095569 106436 None code101 Supplying, installation, testing and commissioning of solar hot water heater comprising of high quality Evacuated Glass Tube (EGT) with absorber coating collector of size 58 x 1800 mm. Inner tank Material-Stainless steel 304-L Grade with Aluminium Stucco cladding made of High quality PUF insulation to minimizes heat loss and hold water Temperature upto 72 Hrs...with appropriate capacity electrical back up arrangement excluding inlet and out let pipes. Fitted with Sacrificial Anode. ---300 L- 29 nos Tubes (Vol.6, P 27, I 7.4.3) Each 57711.36 57711.36 2.0 False None None False None False 115422.72 0 3095570 106436 None code102 Providing & fixing chrome plated brass battery based infrared sensor operated pillar cock, having foam flow technology. P.119. I13.30) Nos 10332.0 10332.0 3.0 False None None False None False 30996.0 0 3095571 106436 None code103 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifcations, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work -- Soft Rock9 95% (without blasting) (Vol.1, P8, I 1.116.1) Cum 334.88 334.88 199.51 False None None False None False 66811.9088 0 3095572 106436 None code104 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (Vol.1, P6, I 1.9) Cum 297.92 297.92 199.51 False None None False None False 59438.0192 0 3095573 106436 None code105 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 fne 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 specifcations. (The cost of steel reinforcement & formwork shall be paid separately) -- Mix 1:4:8 (M5) Using 40 mm nominal size graded crushed coarse aggregates. (Vol.1, P 15, I 2.1.2) Cum 6343.68 6343.68 15.84 False None None False None False 100483.8912 0 3095574 106436 None code106 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Vol.2, P 9, I 5.3) Cum 6949.6 6949.6 31.39 False None None False None False 218147.944 0 3095575 106436 None code107 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Vol.2, P 9, I 5.4) Cum 7155.68 7155.68 31.39 False None None False None False 224616.7952 0 3095576 106436 None code108 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fne aggregates as per relevant IS Codes machine mixed with super plasticizers laid in fnished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confrming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifcations. (The cost of steel reinforcement & formwork to be paid separately) -- M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Vol.1, P 15, I 2.2.1.1) Cum 7041.44 7041.44 12.64 False None None False None False 89003.8016 0 3095577 106436 None code109 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fne aggregates as per relevant IS Codes machine mixed with super plasticizers laid in fnished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confrming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifcations. (The cost of steel reinforcement & formwork to be paid separately) ---Addition for Formwork, Centering and Scaffolding. Add 8% of total quantity. Cum 563.32 563.32 12.64 False None None False None False 7120.3648 0 3095578 106436 None code110 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fne aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confrming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifcations. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)---RCC Column M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Vol.1, P 17, I 2.5.1) Cum 7425.6 7425.6 9.36 False None None False None False 69503.616 0 3095579 106436 None code111 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fne aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confrming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifcations. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)---ADDITION for Formwork, Centering and Scafolding. Add 70% of quantity. Cum 5197.92 5197.92 9.36 False None None False None False 48652.5312 0 3095580 106436 None code112 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifcations. (The cost of steel reinforcement & formwork to be paid separately) --- RCC Plinth Beam M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol.1, P 16, I 2.3.1) Cum 7081.76 7081.76 9.3 False None None False None False 65860.368 0 3095581 106436 None code113 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifcations. (The cost of steel reinforcement & formwork to be paid separately)----ADDITION for Formwork, Centering and Scafolding. Add 50% of quantity. Cum 3540.88 3540.88 9.3 False None None False None False 32930.184 0 3095582 106436 None code114 Providing Thermo-Mechanically Treated bars of grade Fe-500 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members wherever necessary complete as per Design including cost of material, labour, usage charges complete as per specifcations. (The laps and wastages shall not be measured separately) (Vol.2, P84, I 11.32) Kg 100.2 100.2 6080.7 False None None False None False 609286.14 0 3095583 106436 None code115 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifcations. (Vol.2, P17, I 6.32) Sqm 1467.2 1467.2 341.0 False None None False None False 500315.2 0 3095584 106436 None code116 Providing 15 mm cement plaster of mix :1:4 (1 cement: 4 fne sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifcations and as per directions of Engineer-in-charge. (Vol.2, P 41, I 8.2.1) Sqm 330.4 330.4 679.8 False None None False None False 224605.92 0 3095585 106436 None code117 Finishing walls with water proofng cement paint of required shade:Old work (one coats applied @ 2.20 kg/10 m²) over priming coat of primer applied @ 0.80 litrs/10 m² complete including cost of Priming coat including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifcations and as per directions of Engineer-in-charge. (Vol.2, P 52, I 8.72.1) Sqm 97.44 97.44 679.8 False None None False None False 66239.712 0 3095586 106436 None code118 Providing and fxing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. (CORR/Vol.2, P 85, 11.34B) Kg 204.96 204.96 2241.0 False None None False None False 459315.36 0 3095587 106436 None code119 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifcations and as per directions of Engineer-in-charge. (Vol. 2, P 47, I 8.33.3) Sqm 155.68 155.68 100.2 False None None False None False 15599.136 0 3095588 106436 None code120 Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications(.P64 I9.32) Sqm 2891.84 2891.84 500.0 False None None False None False 1445920.0 0 3095589 106436 None code121 Underground Drain at Edge of Pavement Construction of an underground drain 1 m x 1 m (inside dimensions) lined with RCC M-20, 15 cm thick and covered with RCC slab10 cm in thickness on urban roads.Pg 26 Vol 111 3.30 309 Sqm 5404.0 5404.0 90.0 False None None False None False 486360.0 0 3095590 106436 None code122 Providing and laying 100mm thick pre-cast cover slabs over Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 500 @ 6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete.(P172.I17.14 ) Sqm 1310.4 1310.4 90.0 False None None False None False 117936.0 0 3095591 106436 None code123 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fne aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confrming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifcations. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) ---RCC Column M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Vol.1, P 17, I 2.5.1) Cum 7425.6 7425.6 15.17 False None None False None False 112646.352 0 3095592 106436 None code124 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fne aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confrming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifcations. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)----ADDITION for Formwork, Centring and Scaffolding. Add 70% of quantity. Cum 5197.92 5197.92 1.13 False None None False None False 5873.6496 0 3095593 106436 None code125 Providing Thermo-Mechanically Treated bars of grade Fe-500 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members wherever 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) (Vol.2, P84, I 11.32) Kg 100.2 100.2 1190.88 False None None False None False 119326.176 0 3095594 106436 None code126 Providing 15 mm cement plaster of mix :1:4 (1 cement: 4 fne sand) 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. (Vol.2, P 41, I 8.2.1) Sqm 330.4 330.4 163.01 False None None False None False 53858.504 0 3095595 106436 None code127 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge(21. I7.1) Sqm 984.48 984.48 500.0 False None None False None False 492240.0 0 3095596 106436 None code128 7.4 Providing & fixing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete as per design drawings. 7.4.1 0.63 mm thick with zinc coating not less than 275 g/m² m m 715.68 715.68 56.0 False None None False None False 40078.08 0 3095597 106436 None code129 Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.(P21. I7.6 ) m 723.52 723.52 95.0 False None None False None False 68734.4 0 3095598 106436 None code130 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.11.16.2 Kg 164.64 164.64 4804.8 False None None False None False 791062.272 0 3095599 106436 None code131 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thoroughly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Vol. 2, P 47, I 8.33.3) Sqm 155.68 155.68 172.8 False None None False None False 26901.504 0 3095600 106436 None code132 Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifcations, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. --Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m (Vol.1, P 10, I 1.19.1) Cum 508.48 508.48 135.0 False None None False None False 68644.8 0 3095601 106436 None code133 Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for:-----Pipes of SN4, 160mm dia. (Vol.5.P. 134 I.2.4/ M020D ) m 645.12 645.12 150.0 False None None False None False 96768.0 0 3095602 106436 None code134 Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for:----Pipes of SN4, 110mm dia. (Vol.5.P. 134 I 2.2 /M020B) m 322.56 322.56 130.0 False None None False None False 41932.8 0 3095603 106436 None code135 Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. (Vol.5, P 187, I T130C) Each 4844.32 4844.32 12.0 False None None False None False 58131.84 0 3095604 106436 None code136 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.. (Vol.5, P 187, I T130B) Each 6108.48 6108.48 12.0 False None None False None False 73301.76 0 3095605 106436 None code137 37 T500C Providing and fixing 150mm dia. Cast Iron pipe for ventilatiing shaft 5 M high with specials and cowl and with suitable grips in CC 1:2:4 pillar using 10mm to 20mm graded hard granite, with 15 cms. thick cement concrete 1:2:4 around upto 1.22 M above the GLR and with a foundation base of 90 x 90 x 90 cms. plastered with 12mm thick CM 1:3 to all exposed faces and linking the shaft to the manholes by means of 150mm dia. GSW pipes and specials, jointing with tar dipped hemp 1:1.5 CM caulking, curing. The cost include all lead and lifts for all materials, earth work excavations and refilling in all strata, disposal of surplus earth etc. complete Each 23617.44 23617.44 2.0 False None None False None False 47234.88 0 3095606 106436 None code138 40 T510 Providing and constructing of Machinehole chambers 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 and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Medium Duty SFRC Cover & Frame: For 1.2m dia 40.1 T510A Constructing Table Moulded Bricks Machinehole Each 23764.16 23764.16 10.0 False None None False None False 237641.6 0 3095607 106436 None code139 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifcations, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work.----In ordinary/soft rock without blasting upto 1.5 m depth. (Vol. 1, P 6, I 1.5.1) Cum 334.88 334.88 12.75 False None None False None False 4269.72 0 3095608 106436 None code140 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifcations, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work.----Depth exceeding 1.5m, but not exceeding 3 m (Vol. 1, P 6, I 1.5.2) Cum 498.4 498.4 8.63 False None None False None False 4301.192 0 3095609 106436 None code141 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (Vol.1, P6, I 1.9) Cum 297.92 297.92 60.3 False None None False None False 17964.576 0 3095610 106436 None code142 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 fne 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 specifcations. (The cost of steel reinforcement & formwork shall be paid separately) ---Mix 1:4:8 (M5) Using 40 mm nominal size graded crushed coarse aggregates. (Vol.1, P 15, I 2.1.2) Cum 6353.68 6353.68 3.08 False None None False None False 19569.3344 0 3095611 106436 None code143 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Vol.2, P 9, I 5.4) Cum 7155.68 7155.68 18.82 False None None False None False 134669.8976 0 3095612 106436 None code144 Providing and filling on foundation with granite / trap broken metal 100 mm, and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. ( Corr. Vol. 2, P 10, I 6.4) Cum 3003.94 3003.94 75.0 False None None False None False 225295.5 0 3095613 106436 None code145 Supplying, flling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (Vol. 2, P 151, I 17.1) Cum 1122.24 1122.24 25.0 False None None False None False 28056.0 0 3095614 106436 None code146 Supplying, flling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (Vol. 2, P 151, I 17.2) Cum 1328.32 1328.32 25.0 False None None False None False 33208.0 0 3095615 106436 None code147 Supplying, flling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. (Vol. 2, P 151, I 17.3) Cum 1335.04 1335.04 10.0 False None None False None False 13350.4 0 3095616 106436 None code148 Planting of trees by the road side (Avenue trees) in 0.60m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and miantaining the plants for one year complete as per specifications. (Pg. No-148, I.No-19.88) Each 785.0 785.0 134.0 False None None False None False 105190.0 0 3095617 106436 None code149 KSRRB M300-1 : Spreading of sludge farm yard manure or /and good earth in required thickness (Cost of sludge, farm yard manure or / and good earth to be paid for separately ) Complete as per specifications No. 307. MORTH (PWD SR2016-17/P.No.149/19.77) Cum 71.68 71.68 60.0 False None None False None False 4300.8 0 3095618 106436 None code150 KSRRB M300-2.2 : Grassing with Doobs grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed complete as per specifications. MORTH Specification No.307. ii) In rows 7.5 cm apart in either direction. (PWD SR2016-17P.No.149/19.79) Sqm 74.81 74.81 400.0 False None None False None False 29924.0 0 3095619 106436 None code151 KSRRB M300-2.2 : Grassing with Doobs grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed complete as per specifications. MORTH Specification No.307. ii) In rows 7.5 cm apart in either direction. (PWD SR2016-17P.No.149/19.79) Sqm 100.8 100.8 400.0 False None None False None False 40320.0 0 3095620 106436 None code152 Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level , including cost of materials, labour and Usage charges of machinery omplete as per specifications.. (PWD /9.32) VOL-II Sqm 1282.8 1282.8 500.0 False None None False None False 641400.0 0 3095621 106436 None code153 Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 600 x 300 x 100 mm Kerb Stone m 290.46 290.46 160.0 False None None False None False 46473.6 0 3095622 106436 None code154 Supplying S Type Chairs (MR)(Ground 40+First 63) Nos 1271.19 1271.19 110.0 False None None False None False 139830.9 0 3095623 106436 None code155 Providing and Fixing Computer LOW BACK CHAIR WITH P.U.ARMS WITH GASLIFT.Model LP-113 "including supplying and Fixing Etc.., Complete (Featherlite Collection OR Equivalent brand) No 6483.05 6483.05 25.0 False None None False None False 162076.25 0 3095624 106436 None code156 Supplying and Fixing MS Cot, coir bed, one pillow and 2 nos bed sheet including all labour chrages etc.., Nos 5847.46 5847.46 110.0 False None None False None False 643220.6 0 3095625 106436 None code157 Supply and Fixing Steel Plate including all labour chrages etc.., Nos 219.49 219.49 110.0 False None None False None False 24143.9 0 3095626 106436 None code158 Supply and Fixing Steel Glass including all labour chrages etc.., Nos 72.88 72.88 110.0 False None None False None False 8016.8 0 3095627 106436 None code159 Supplying and Fixing Cooking Vessels including all labour chrages etc.., Kg 341.53 341.53 112.5 False None None False None False 38422.125 0 3095628 106436 None code160 Supplying and fixing Big Size Plate including all labour chrages etc.., Nos 341.53 341.53 30.0 False None None False None False 10245.9 0 3095629 106436 None code161 Supplying and Fixing Steel Bucket including all labour chrages etc.., Nos 731.36 731.36 25.0 False None None False None False 18284.0 0 3095630 106436 None code162 Supplying and Fixing Medeium size spoons including all labour chrages etc.., Nos 244.07 244.07 20.0 False None None False None False 4881.4 0 3095631 106436 None code163 Big Size spoons including all labour chrages etc.., Nos 974.58 974.58 15.0 False None None False None False 14618.7 0 3095632 106436 None code164 Supplying and Fixing Dosa thava including all labour chrages etc.., Nos 2436.44 2436.44 3.0 False None None False None False 7309.32 0 3095633 106436 None code165 Supplying and Fixing Idly Cookker including all labour chrages etc.., Nos 4872.88 4872.88 3.0 False None None False None False 14618.64 0 3095634 106436 None code166 Supplying and Fixing Jalra including all labour chrages etc.., Nos 487.29 487.29 1.0 False None None False None False 487.29 0 3095635 106436 None code167 Supplying and ixing Non stick Spoons including all labour chrages etc.., Nos 146.61 146.61 1.0 False None None False None False 146.61 0 3095636 106436 None code168 Supplying and Fixing Kniefs Set including all labour chrages etc.., Set 487.29 487.29 1.0 False None None False None False 487.29 0 3095637 106436 None code169 Supplying and Fixing Cooking Vessels (bandly) including all labour chrages etc.., ---Medium Size Nos 974.58 974.58 1.0 False None None False None False 974.58 0 3095638 106436 None code170 Supplying and Fixing Cooking Vessels (bandly) including all labour chrages etc.., ----Large size Each 1461.86 1461.86 1.0 False None None False None False 1461.86 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1710504586000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1710504586000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1710504586000 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 1710504606000 0 None None ELIGIBILITY The tender document is part and parcel of the agreement. None 1710504615000 0 None None ELIGIBILITY The contractor shall obtain insurance coverage for all the workers deployed for this work. None 1710504626000 0 None None ELIGIBILITY Further details of the work or any clarifications can be obtained from the office of the Executive Engineer (Central office), KHB, Cauvery Bhavan, K.G. Road, Bangalore Ph: 080-22273511 ext-317, None 1710504635000 0 None None ELIGIBILITY The intending bidders are requested to note that they should abide by the detailed instructions and conditions contained in the Tender documents and further modifications done if any. None 1710504642000 0 None None ELIGIBILITY Corrigendum/modification/corrections, if any, will be published in the e procurement Web sites only. None 1710504650000 0 None None ELIGIBILITY KHB reserves the right to withdraw or cancel this invitation to BID/Tender without assigning any reason whatsoever None 1710504658000 0 None None ELIGIBILITY The bidder shall study the Tender document Carefully and quote the rates None 1710504666000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and are to be produced to the Executive Engineer to verify the documents within 3 days from the day of opening of Technical bid for verification, if required. None 1710504689000 0 None None ELIGIBILITY Drawings uploaded are only for Tender Purpose only. None 1710504696000 0 None None ELIGIBILITY GST shall be added separately in the estimate. None 1710504704000 0 None None ELIGIBILITY GST shall be paid to the tendered amount separately. None 1710504711000 0 None None ELIGIBILITY The bidder should maintain register of laborers deployed and wages paid for the workers and shall produce the documents whenever called for by the competent authority. Remittance towards PF shall be commensurate with the labour component of the work involved. None 1710504720000 0 None None ELIGIBILITY The bidder shall give an undertaking that they would abide by the provisions of employees provident fund and shall remit PF of labourers to the respective PF offices or else KHB have the right to deduct the PF amount from the work bills and remit the same to respective PF offices. None 1710504730000 0 None None ELIGIBILITY The contractor shall quote his rates inclusive of PF as per the applicable rate as issued by the PF department from time to time None 1710504740000 0 None None ELIGIBILITY The successful bidder shall give an under taking that they would abide by the provisions of the Employees Provident Fund Act. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None None None None None None Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender) None None None None None None Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction) None None None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period) None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None Scanned Copy of documentary proof for having executed similar nature of work not less than 50% of tender amount as defined in Government order No.FD 480 EXP-12/2014,Bangalore dated:19.07.2014 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, the minimum quantities of work as mentioned in tender document Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Executed in any one Financial year, the minimum quantities of work as mentioned in tender document None None None None As per Tender Documents KW-4 clause 3.3 key & critical equipments available. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- As per Tender Documents KW-4 clause 3.3 key & critical equipments available. None None None None Income Tax returns & PAN Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None GST Registration Certificate Financial Status None createdTs version createdDate modifiedDate documentName None None None None GST Registration None None None None To qualify for award of this contract , each tenderer in its name should have in the last five years achieved in at least two financial years a minimum financial turnover (In all classes of civil engineering construction works only) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Scanned copy of latest GST clearance certificate Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Scanned copy of latest GST clearance certificate None None None None Scanned copy of Credit lines/ letter of credit /Bankers certificate for at least 20% of amount put to tender in the current financial year on the name of work put to tender. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Assessed Available Bid Capacity as per tender document Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Assessed Available Bid Capacity as per tender document None None None None Covering letter. Others Covering letter. createdTs version createdDate modifiedDate documentName None None None None Others -- Covering letter. None None None None Scanned copy of Pre-qualification letter issued by Karnataka Housing Board. Others Scanned copy of Pre-qualification letter issued by Karnataka Housing Board. createdTs version createdDate modifiedDate documentName None None None None Others -- Scanned copy of Pre-qualification letter issued by Karnataka Housing Board. None None None None Required valid electrical license for executing similar nature of work as per tender document Others Required valid electrical license for executing similar nature of work as per tender document createdTs version createdDate modifiedDate documentName None None None None Others -- Required valid electrical license for executing similar nature of work as per tender document None None None None The Tenderer should have executed similar water supply/sanitary engineering works as per tender document Others The Tenderer should have executed similar water supply/sanitary engineering works as per tender document createdTs version createdDate modifiedDate documentName None None None None Others -- The Tenderer should have executed similar water supply/sanitary engineering works as per tender document
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Company Registration Certificate True Technical Bid Reserved Category Certificate True Technical Bid Small Scale Industries Certificate False Technical Bid Work done certificate True Technical Bid key and critical equipment LIST True Technical Bid Income Tax returns & PAN no. True Technical Bid Pre-qualification certificate issued by KHB True Technical Bid GST clearance certificate True Technical Bid Credit lines/ letter of credit/Bankers certificate True Technical Bid Assessed available tender capacity calculation True Technical Bid Electrical license True Technical Bid Work done certificate with quantities True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1710506044000 version 0 createdDate None modifiedDate None blockNumber Office of the Chief Engineer,KHB, 3rd Floor, Cauvery Bhavan,K.G. Road, Bengaluru-09 street None city BANGLORE state Karnataka pin 560009
tenderRecallDTO	None