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noticeInvitingTenderDTO	createdTs 1719815332194 version 12 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 771600.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 19-07-2024 16:00:00 tenderQueryClose 08-07-2024 16:00:00 technicalBidOpen 20-07-2024 16:30:00 publishedDate 05-07-2024 12:27:47 publishedByPost PWD_EE_DIV_DVG publishedByUser KPE15413 - G NARENDRA BABU bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 08-07-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson G NARENDRA BABU splitEmdRequiredYn True emdBankGuarantee 671600.00 emdCash 100000.00 bgValidityPeriod 90 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08192231530 mobileNumber 8105684077 tenderSupplierList None
tenderSchedule	createdTs 1719815332224 version 4 createdDate None modifiedDate None tenderNumber PWD/2024-25/BD/WORK_INDENT10754 title CONSTRUCTION OF POST METRIC HOSTEL FOR GIRLS AT DAVANAGERE TOWN (DODDABUDHIHAL VILLAGE). description CONSTRUCTION OF POST METRIC HOSTEL FOR GIRLS AT DAVANAGERE TOWN (DODDABUDHIHAL VILLAGE). category WORKS categoryText Works ecv 43589924.52 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1702 locationName PWD Division Office Davanagere provisionalAmount 65000000.0 groupOverheadTotal 0.0 fileNumber AEE/DVG/SUB/AE/HOSTEL/BUILDING/2024
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1719815332000 0 None None Buildings PART-A - GROUND FLOOR 11096360.32 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3423157 121174 None Vol 1, Page No 8, Item No 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth Cum 99.75 99.75 179.79 False None None False None False 17934.0525 0 3423158 121174 None Vol 1, Page No. 8, Item No. 1.14.2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth 3 m to 6 m Cum 132.06 132.06 757.46 False None None False None False 100030.1676 0 3423159 121174 None VOL 3, Page No. 5, Item No. 1.4 (i)a, Cost of Haulage Excluding Loading and Unloading. Case-1 : Surfaced Road (a)Taking output 10 t load and lead 10 km = 100 t.km T.Km 12.6 12.6 15892.0 False None None False None False 200239.2 0 3423160 121174 None VOL 2, Page No. 5, Item No. 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, ground excavation top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 ltr/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. Sqm 123.9 123.9 390.22 False None None False None False 48348.258 0 3423161 121174 None VOL 1, Page No. 35, Item No. 1.11 Filling approved 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. Cum 454.65 454.65 1511.34 False None None False None False 687130.731 0 3423162 121174 None Vol 1, Page No. 15, Item No. 2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 92.08 False None None False None False 579040.476 0 3423163 121174 None Vol 1, Page No. 15, Item No. 2.2.3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Isolated Footing Cum 6652.8 6652.8 45.4 False None None False None False 302037.12 0 3423164 121174 None Vol 1, Page No. 115, S No. 1 Formwork, Centering & Scaffloding 8% For Isolated Footing Cum 532.22 532.22 45.4 False None None False None False 24162.788 0 3423165 121174 None Vol 1, Page No. 15, Item No. 2.2.3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Combined Footing Cum 6652.8 6652.8 39.58 False None None False None False 263317.824 0 3423166 121174 None Vol 1, Page No. 115, S No. 1 Formwork, Centering & Scaffloding 3% For Combined Footing Cum 199.58 199.58 39.58 False None None False None False 7899.3764 0 3423167 121174 None Vol 1, Page No. 15, Item No. 2.2.3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Pedestal Cum 6652.8 6652.8 4.86 False None None False None False 32332.608 0 3423168 121174 None Vol 1, Page No. 115, SL No. 1 Formwork, Centering & Scaffloding 8% For Pedastal Cum 532.22 532.22 4.86 False None None False None False 2586.5892 0 3423169 121174 None Vol 1, Page No. 16, Item No. 2.4.3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Columns upto Plinth level Cum 6652.8 6652.8 9.88 False None None False None False 65729.664 0 3423170 121174 None Vol 1, Page No. 115, S No. 8 Formwork, Centering & Scaffloding 70% For Columns upto Plinth level Cum 4656.96 4656.96 9.88 False None None False None False 46010.7648 0 3423171 121174 None Vol 1, Page No. 16, Item No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Columns above Plinth level Cum 7185.15 7185.15 11.66 False None None False None False 83778.849 0 3423172 121174 None Vol 1, Page No. 115, S No. 8 Formwork, Centering & Scaffloding 70% For Columns above Plinth level Cum 5029.61 5029.61 11.66 False None None False None False 58645.2526 0 3423173 121174 None Vol 1, Page No. 16, Item No. 2.4.3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Plinth Beams Cum 6652.8 6652.8 28.71 False None None False None False 191001.888 0 3423174 121174 None Vol 1, Page No. 115, S No. 1a Formwork, Centering & Scaffloding 50% For Plinth Beams Cum 3326.4 3326.4 28.71 False None None False None False 95500.944 0 3423175 121174 None Vol 1, Page No. 16, Item No. 2.4.3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Curtain wall Cum 6652.8 6652.8 28.76 False None None False None False 191334.528 0 3423176 121174 None Vol 1, Page No. 115, S No. 1a Formwork, Centering & Scaffloding 10% Curtain wall Cum 665.28 665.28 28.76 False None None False None False 19133.4528 0 3423177 121174 None Vol 1, Page No. 16, Item No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Beams & Lintel Cum 7185.15 7185.15 29.15 False None None False None False 209447.1225 0 3423178 121174 None Vol 1, Page No. 115, S No. 12 Formwork, Centering & Scaffloding 60% For Beams & Lintel Cum 4311.09 4311.09 29.15 False None None False None False 125668.2735 0 3423179 121174 None Vol 1, Page No. 16, Item No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Roof Slab & Staircase Cum 7185.15 7185.15 54.05 False None None False None False 388357.3575 0 3423180 121174 None Vol 1, Page No. 116, S No. 13 Formwork, Centering & Scaffloding 50% For Roof Slab & Staircase Cum 3592.58 3592.58 54.05 False None None False None False 194178.949 0 3423181 121174 None Vol 1, Page No. 16, Item No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Sill Cum 7185.15 7185.15 3.45 False None None False None False 24788.7675 0 3423182 121174 None Vol 1, Page No. 115, S No. 12 Formwork, Centering & Scaffloding 3% For Sill Cum 215.55 215.55 3.45 False None None False None False 743.6475 0 3423183 121174 None Vol 1, Page No. 16, Item No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Chejja Cum 7185.15 7185.15 5.88 False None None False None False 42248.682 0 3423184 121174 None Vol 1, Page No. 116, S No. 20 Formwork, Centering & Scaffloding 45% For Chejja Cum 3233.32 3233.32 5.88 False None None False None False 19011.9216 0 3423185 121174 None Vol 1, Page No. 18, Item No. 2.11a Steel Fabrication: Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 93929.85 93929.85 27.4 False None None False None False 2573677.89 0 3423186 121174 None Vol 2, Page No. 9, Item No. 5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6708.45 6708.45 28.53 False None None False None False 191392.0785 0 3423187 121174 None Vol 2, Page No. 17, Item No. 6.32 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. Sqm 1375.5 1375.5 460.81 False None None False None False 633844.155 0 3423188 121174 None Vol 2, Page No. 17, Item No. 6.34 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Sqm 1159.2 1159.2 116.35 False None None False None False 134872.92 0 3423189 121174 None Vol 2, Page No. 100, Item No. 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves ( excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications Cum 103755.75 103755.75 1.53 False None None False None False 158746.2975 0 3423190 121174 None Vol 2, Page No. 104, Item No. 12.51 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. No 1066.8 1066.8 11.0 False None None False None False 11734.8 0 3423191 121174 None Vol 2, Page No. 104, Item No. 2.11a Fixing of window 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 debries with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No 811.65 811.65 2.0 False None None False None False 1623.3 0 3423192 121174 None Vol 2, Page No. 69, Item No.10.6.3 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete Fastener with threaded dia 12 mm No 63.0 63.0 78.0 False None None False None False 4914.0 0 3423193 121174 None Vol 2, Page No. 100, Item No. 12.15 Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 7816.2 7816.2 4.5 False None None False None False 35172.9 0 3423194 121174 None Vol 2, Page No. 101, Item No. 12.23 Providing and fixing in position Honnewood fully panelled shutters for windows with stiles and rails of 35mm. thick, 75mm wide in two halves with panels of 25mm thick including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 7952.7 7952.7 4.7 False None None False None False 37377.69 0 3423195 121174 None Vol 2, Page No. 105, Item No. 12.57.5 Providing and fixing 35 mm thick one side teak and one side commercial 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 Sqm 4091.85 4091.85 28.0 False None None False None False 114571.8 0 3423196 121174 None Vol 2, Page No. 105, Item No. 12.54 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. m 333.9 333.9 45.0 False None None False None False 15025.5 0 3423197 121174 None Vol 2, Page No. 106, Item No. 12.55.1 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges with both side prelam Sqm 2484.3 2484.3 15.12 False None None False None False 37562.616 0 3423198 121174 None Vol 2, Page No. 111, Item No. 12.88 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour havingisolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having a overall size of 60mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm X 58mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock Wall thickness of frame & sash shall be of 2-2.5 mm. Maximum possible size 1819mm x 1819mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Sqm 5659.5 5659.5 1.89 False None None False None False 10696.455 0 3423199 121174 None Vol 2, Page No. 110, Item No. 12.90 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 size20mm 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 size2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Sqm 7070.7 7070.7 39.6 False None None False None False 279999.72 0 3423200 121174 None Vol 2, Page No. 109, Item No. 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Sqm 6004.95 6004.95 13.2 False None None False None False 79265.34 0 3423201 121174 None Vol 2, Page No. 86, Item No. 11.34B 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 openings /wooden frames with rawl plugs screws etc. Kg 192.15 192.15 1600.2 False None None False None False 307478.43 0 3423202 121174 None Vol 2, Page No. 41, Item No. 8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 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. Sqm 253.05 253.05 1058.55 False None None False None False 267866.0775 0 3423203 121174 None Vol 2, Page No. 50, Item No. 8.51 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. Sqm 105.0 105.0 1600.05 False None None False None False 168005.25 0 3423204 121174 None Vol 2, Page No. 41, Item No. 8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 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. (Out side) Sqm 292.95 292.95 414.75 False None None False None False 121501.0125 0 3423205 121174 None Vol 2, Page No. 59, Item No. 9.2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. Sqm 840.0 840.0 95.86 False None None False None False 80522.4 0 3423206 121174 None Vol 2, Page No. 61, Item No. 9.17.2 Providing and laying Vitrified tiles of thickness 9-10mm 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. Sqm 1233.75 1233.75 271.43 False None None False None False 334876.7625 0 3423207 121174 None Vol 2, Page No. 63, Item No. 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, Lakared, River Pink, Orissa Blue or equivalent. Sqm 2994.6 2994.6 105.47 False None None False None False 315840.462 0 3423208 121174 None Vol 2, Page No. 69, Item No. 10.1.1 Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Sqm 4206.3 4206.3 22.62 False None None False None False 95146.506 0 3423209 121174 None Vol 2, Page No. 60, Item No. 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/m2 including pointing the joints with white cement and matching pigments etc., complete. Sqm 933.45 933.45 34.29 False None None False None False 32008.0005 0 3423210 121174 None Vol 2, Page No. 71, Item No. 10.14 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados,over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg/m2, including pointing in white cement mixed with pigment of matching shade complete. Sqm 1161.3 1161.3 208.32 False None None False None False 241922.016 0 3423211 121174 None Vol 2, Page No. 63, Item No. 9.23 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge **Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 2589.3 2589.3 3.66 False None None False None False 9476.838 0 3423212 121174 None Vol 2, Page No. 69, Item No. 10.7 Stone tile (polished) of 8mm thickness granite stone of any color and shade work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/m2 including pointing in white cement complete. Sqm 2725.8 2725.8 54.51 False None None False None False 148583.358 0 3423213 121174 None Vol 2, Page No. 85, Item No. 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessoris such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kg 593.25 593.25 424.65 False None None False None False 251923.6125 0 3423214 121174 None Vol 2, Page No. 46, Item No. 8.33.1 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. Sqm 165.9 165.9 1600.0 False None None False None False 265440.0 0 3423215 121174 None Vol 2, Page No. 46, Item No. 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paer smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 182.7 182.7 414.75 False None None False None False 75774.825 0 3423216 121174 None Vol 2, Page No. 47, Item No. 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 145.95 145.95 52.8 False None None False None False 7706.16 0 3423217 121174 None Vol 2, Item No. 7.34 Providing and fixing 6mm Clear/opal white/solar bronze/blue/green tinted Multi wall poly carbonate sheet for Tubular structure. The work including cost of all materials, labour charges and usage charges of machinery for cutting, welding, grinding and erection equipments, with all lead, transportation, loading and unloading and all other incidental charges etc. complete as per specification and directions of the Engineer in charge of the work Sqm 3281.25 3281.25 9.5 False None None False None False 31171.875 0 1719815332000 0 None None Buildings PART-B - FIRST FLOOR 6786730.67 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3423218 121175 None Vol 1, Page No. 16, Item No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Columns Cum 7257.0 7257.0 11.66 False None None False None False 84616.62 0 3423219 121175 None Vol 1, Page No. 111, S No. 9 Formwork, Centering & Scaffloding 70% For Columns Cum 5079.9 5079.9 11.66 False None None False None False 59231.634 0 3423220 121175 None Vol 1, Page No. 16, Item No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Beams & Lintel Cum 7257.0 7257.0 28.98 False None None False None False 210307.86 0 3423221 121175 None Vol 1, Page No. 112, S No. 14 Formwork, Centering & Scaffloding 60% For Beams & Lintel Cum 4354.2 4354.2 28.98 False None None False None False 126184.716 0 3423222 121175 None Vol 1, Page No. 16, Item No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Roof Slab & Staircase Cum 7257.0 7257.0 52.54 False None None False None False 381282.78 0 3423223 121175 None Vol 1, Page No. 112, S No. 15 Formwork, Centering & Scaffloding 50% For Roof Slab & Staircase Cum 3628.5 3628.5 52.54 False None None False None False 190641.39 0 3423224 121175 None Vol 1, Page No. 16, Item No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Sill Cum 7257.0 7257.0 3.86 False None None False None False 28012.02 0 3423225 121175 None Vol 1, Page No. 111, S No. 1b Formwork, Centering & Scaffloding 3% For Sill Cum 217.71 217.71 3.86 False None None False None False 840.3606 0 3423226 121175 None Vol 1, Page No. 16, Item No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Chejja Cum 7257.0 7257.0 5.57 False None None False None False 40421.49 0 3423227 121175 None Vol 1, Page No. 112, S No. 19 Formwork, Centering & Scaffloding 45% For Chejja Cum 3265.65 3265.65 5.57 False None None False None False 18189.6705 0 3423228 121175 None Vol 1, Page No. 18, Item No. 2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification t 94869.15 94869.15 14.57 False None None False None False 1382243.5155 0 3423229 121175 None Vol 2, Page No. 17, Item No. 6.32 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. Sqm 1389.26 1389.26 539.68 False None None False None False 749755.8368 0 3423230 121175 None Vol 2, Page No. 17, Item No. 6.34 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Sqm 1170.79 1170.79 92.4 False None None False None False 108180.996 0 3423231 121175 None Vol 2, Page No. 100, Item No. 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 104793.31 104793.31 1.09 False None None False None False 114224.7079 0 3423232 121175 None Vol 2, Page No. 105, Item No. 12.51 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. No 1077.47 1077.47 9.0 False None None False None False 9697.23 0 3423233 121175 None Vol 2, Page No. 69, Item No. 10.6.3 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete.Fastener with threaded dia 12 mm Each 63.63 63.63 54.0 False None None False None False 3436.02 0 3423234 121175 None Vol 2, Page No. 105, Item No. 12.57.5 Providing and fixing 35 mm thick one side teak and one side commercial 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 Sqm 4132.77 4132.77 28.0 False None None False None False 115717.56 0 3423235 121175 None Vol 2, Page No. 104, Item No. 12.54 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. Sqm 337.24 337.24 70.0 False None None False None False 23606.8 0 3423236 121175 None Vol 2, Page No. 104, Item No. 12.55.1 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges with both side prelam Sqm 2509.14 2509.14 23.52 False None None False None False 59014.9728 0 3423237 121175 None Vol 2, Page No. 110, Item No. 12.90 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 size20mm 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) Sqm 7141.41 7141.41 37.8 False None None False None False 269945.298 0 3423238 121175 None Vol 2, Page No. 109, Item No. 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets-grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Sqm 6065.0 6065.0 23.56 False None None False None False 142891.4 0 3423239 121175 None Vol 2, Page No. 86, Item No. 11.34B 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 openings / wooden frames with rawl plugs screws etc. Kg 194.07 194.07 1328.25 False None None False None False 257773.4775 0 3423240 121175 None Vol 2, Page No. 86, Item No. 11.34B 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 openings / wooden frames with rawl plugs screws etc. Kg 194.07 194.07 450.1 False None None False None False 87350.907 0 3423241 121175 None Vol 2, Page No. 26, Item No. 7.34 Providing and fixing 6mm Clear/opal white/solar bronze/blue/green tinted Multi wall poly carbonate sheet for Tubular structure. The work including cost of all materials, labour charges and usage charges of machinery for cutting, welding, grinding and erection equipments, with all lead, transportation, loading and unloading and all other incidental charges etc. complete as per specification and directions of the Engineer in charge of the work. Sqm 3314.06 3314.06 12.86 False None None False None False 42618.8116 0 3423242 121175 None Vol 2, Page No. 41, Item No. 8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 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. Sqm 255.58 255.58 1207.25 False None None False None False 308548.955 0 3423243 121175 None Vol 2, Page No. 50, Item No. 8.51 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. Sqm 106.05 106.05 1734.79 False None None False None False 183974.4795 0 3423244 121175 None Vol 2, Page No. 41, Item No. 8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 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. (Out side) Sqm 295.88 295.88 325.96 False None None False None False 96445.0448 0 3423245 121175 None Vol 2, Page No. 61, Item No. 9.17.2 Providing and laying Vitrified tiles of thickness 9-10mm 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. Sqm 1246.09 1246.09 216.17 False None None False None False 269367.2753 0 3423246 121175 None Vol 2, Page No. 63, Item No. 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, Lakared, River Pink, Orissa Blue or equivalent. Sqm 3024.55 3024.55 93.8 False None None False None False 283702.79 0 3423247 121175 None Vol 2, Page No. 69, Item No. 10.1.1 Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Sqm 4248.36 4248.36 7.02 False None None False None False 29823.4872 0 3423248 121175 None Vol 2, Page No. 149, Item No. 15.1 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 866.43 866.43 84.33 False None None False None False 73066.0419 0 3423249 121175 None Vol 2, Page No. 23, Item No. 7.18 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. Cum 2139.03 2139.03 20.77 False None None False None False 44427.6531 0 3423250 121175 None Vol 2, Page No. 60, Item No. 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/m2 including pointing the joints with white cement and matching pigments etc., complete. Sqm 942.78 942.78 43.12 False None None False None False 40652.6736 0 3423251 121175 None Vol 2, Page No. 71, Item No. 10.14 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados,over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg/m2, including pointing in white cement mixed with pigment of matching shade complete. Sqm 1172.91 1172.91 217.88 False None None False None False 255553.6308 0 3423252 121175 None Vol 2, Page No. 63, Item No. 9.23 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 2615.19 2615.19 26.11 False None None False None False 68282.6109 0 3423253 121175 None Vol 2, Page No. 69, Item No. 10.7 Stone tile (polished) of 8mm thickness granite stone of any color and shade work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/m2 including pointing in white cement complete. Sqm 2753.06 2753.06 44.77 False None None False None False 123254.4962 0 3423254 121175 None Vol 2, Page No. 85, Item No. 11.25 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessoris such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kg 599.18 599.18 161.1 False None None False None False 96527.898 0 3423255 121175 None Vol 2, Page No. 46, Item No. 8.33.1 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 sqm over and including one coat of Special primer applied at 0.75 ltr /10 sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 167.56 167.56 1734.76 False None None False None False 290676.3856 0 3423256 121175 None Vol 2, Page No. 46, Item No. 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paer smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 184.53 184.53 325.96 False None None False None False 60149.3988 0 3423257 121175 None Vol 2, Page No. 47, Item No. 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 147.41 147.41 76.11 False None None False None False 11219.3751 0 3423258 121175 None Vol 2, Item No. 7.34 Providing and fixing 6mm Clear/opal white/solar bronze/blue/green tinted Multi wall poly carbonate sheet for Tubular structure. The work including cost of all materials, labour charges and usage charges of machinery for cutting, welding, grinding and erection equipments, with all lead, transportation, loading and unloading and all other incidental charges etc. complete as per specification and directions of the Engineer in charge of the work. Sqm 3314.06 3314.06 13.54 False None None False None False 44872.3724 0 1719815332000 0 None None Buildings PART- C - SECOND FLOOR 6844272.25 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3423259 121176 None Vol 1, Page No. 16, Item No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Columns Cum 7328.85 7328.85 11.66 False None None False None False 85454.391 0 3423260 121176 None Vol 1, Page No. 111, S No. 9 Formwork, Centering & Scaffloding 70% For Columns Cum 5130.2 5130.2 11.66 False None None False None False 59818.132 0 3423261 121176 None Vol 1, Page No. 16, Item No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Beams & Lintel Cum 7328.85 7328.85 27.18 False None None False None False 199198.143 0 3423262 121176 None Vol 1, Page No. 1115, S No. 14 Formwork, Centering & Scaffloding 60% For Beams & Lintel Cum 4397.31 4397.31 27.18 False None None False None False 119518.8858 0 3423263 121176 None Vol 1, Page No. 112, Item No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Roof Slab & Staircase Cum 7328.85 7328.85 53.14 False None None False None False 389455.089 0 3423264 121176 None Vol 1, Page No. 112, S No. 15 Formwork, Centering & Scaffloding 50% For Roof Slab & Staircase Cum 3664.43 3664.43 53.14 False None None False None False 194727.8102 0 3423265 121176 None Vol 1, Page No. 16, Item No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Sill Cum 7328.85 7328.85 3.86 False None None False None False 28289.361 0 3423266 121176 None Vol 1, Page No. 111, S No. 1b Formwork, Centering & Scaffloding 3% For Sill Cum 219.87 219.87 3.86 False None None False None False 848.6982 0 3423267 121176 None Vol 1, Page No. 16, Item No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Chejja Cum 7328.85 7328.85 5.57 False None None False None False 40821.6945 0 3423268 121176 None Vol 1, Page No. 112, Item No. 19 Formwork, Centering & Scaffloding 45% For Chejja Cum 3297.98 3297.98 5.57 False None None False None False 18369.7486 0 3423269 121176 None Vol 1, Page No. 18, Item No. 2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification t 95808.45 95808.45 14.01 False None None False None False 1342276.3845 0 3423270 121176 None Vol 2, Page No. 17, Item No. 6.32 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. Sqm 1403.01 1403.01 539.68 False None None False None False 757176.4368 0 3423271 121176 None Vol 2, Page No. 17, Item No. 6.34 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Sqm 1182.38 1182.38 92.4 False None None False None False 109251.912 0 3423272 121176 None Vol 2, Page No. 100, Item No. 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 105830.87 105830.87 1.64 False None None False None False 173562.6268 0 3423273 121176 None Vol 2, Page No. 105, Item No. 12.51 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. Sqm 1088.14 1088.14 9.0 False None None False None False 9793.26 0 3423274 121176 None Vol 2, Page No. 69, Item No. 10.6.3 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete.Fastener with threaded dia 12 mm Each 64.26 64.26 54.0 False None None False None False 3470.04 0 3423275 121176 None Vol 2, Page No. 105, Item No. 12.57.5 Providing and fixing 35 mm thick one side teak and one side commercial 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 Sqm 4173.69 4173.69 28.0 False None None False None False 116863.32 0 3423276 121176 None Vol 2, Page No. 104, Item No. 12.54 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. Sqm 340.58 340.58 70.0 False None None False None False 23840.6 0 3423277 121176 None Vol 2, Page No. 104, Item No. 12.55.1 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges with both side prelam Sqm 2533.99 2533.99 23.52 False None None False None False 59599.4448 0 3423278 121176 None Vol 2, Page No. 110, Item No. 12.90 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 size20mm 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 size2419mm x2200mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Sqm 7212.11 7212.11 37.8 False None None False None False 272617.758 0 3423279 121176 None Vol 2, Page No. 109, Item No. 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Sqm 6125.05 6125.05 23.56 False None None False None False 144306.178 0 3423280 121176 None Vol 2, Page No. 86, Item No. 11.34B 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 openings / wooden frames with rawl plugs screws etc. Kg 195.99 195.99 1328.25 False None None False None False 260323.7175 0 3423281 121176 None Vol 2, Page No. 86, Item No. 11.34B 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 openings / wooden frames with rawl plugs screws etc. Kg 195.99 195.99 450.1 False None None False None False 88215.099 0 3423282 121176 None Vol 2, Page No. 26, Item No. 7.34 Providing and fixing 6mm Clear/opal white/solar bronze/blue/green tinted Multi wall poly carbonate sheet for Tubular structure. The work including cost of all materials, labour charges and usage charges of machinery for cutting, welding, grinding and erection equipments, with all lead, transportation, loading and unloading and all other incidental charges etc. complete as per specification and directions of the Engineer in charge of the work. Sqm 3346.88 3346.88 12.86 False None None False None False 43040.8768 0 3423283 121176 None Vol 2, Page No. 41, Item No. 8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 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. Sqm 258.11 258.11 1214.0 False None None False None False 313345.54 0 3423284 121176 None Vol 2, Page No. 50, Item No. 8.51 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. Sqm 107.1 107.1 1729.69 False None None False None False 185249.799 0 3423285 121176 None Vol 2, Page No. 41, Item No. 8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 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. (Out side) Sqm 298.81 298.81 325.96 False None None False None False 97400.1076 0 3423286 121176 None Vol 2, Page No. 61, Item No. 9.17.2 Providing and laying Vitrified tiles of thickness 9-10mm 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. Sqm 1258.43 1258.43 216.17 False None None False None False 272034.8131 0 3423287 121176 None Vol 2, Page No. 63, Item No. 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, Lakared, River Pink, Orissa Blue or equivalent. Sqm 3054.49 3054.49 93.79 False None None False None False 286480.6171 0 3423288 121176 None Vol 2, Page No. 69, Item No. 10.1.1 Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Sqm 4290.43 4290.43 7.02 False None None False None False 30118.8186 0 3423289 121176 None Vol 2, Page No. 149, Item No. 15.1 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 875.01 875.01 84.33 False None None False None False 73789.5933 0 3423290 121176 None Vol 2, Page No. 23, Item No. 7.18 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. Cum 2160.21 2160.21 20.77 False None None False None False 44867.5617 0 3423291 121176 None Vol 2, Page No. 60, Item No. 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/m2 including pointing the joints with white cement and matching pigments etc., complete. Sqm 952.12 952.12 43.12 False None None False None False 41055.4144 0 3423292 121176 None Vol 2, Page No. 71, Item No. 10.14 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados,over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg/m2, including pointing in white cement mixed with pigment of matching shade complete. Sqm 1184.53 1184.53 217.88 False None None False None False 258085.3964 0 3423293 121176 None Vol 2, Page No. 63, Item No. 9.23 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : ** Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 2641.09 2641.09 26.11 False None None False None False 68958.8599 0 3423294 121176 None Vol 2, Page No. 69, Item No. 10.7 Stone tile (polished) of 8mm thickness granite stone of any color and shade work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/m2 including pointing in white cement complete. Sqm 2780.32 2780.32 44.77 False None None False None False 124474.9264 0 3423295 121176 None Vol 2, Page No. 85, Item No. 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessoris such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kg 605.12 605.12 161.1 False None None False None False 97484.832 0 3423296 121176 None Vol 2, Page No. 46, Item No. 8.33.1 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. Sqm 169.22 169.22 1729.68 False None None False None False 292696.4496 0 3423297 121176 None Vol 2, Page No. 46, Item No. 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paer smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 186.35 186.35 325.96 False None None False None False 60742.646 0 3423298 121176 None Vol 2, Page No. 47, Item No. 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 148.87 148.87 76.11 False None None False None False 11330.4957 0 3423299 121176 None Vol 2, Item No. 7.34 Providing and fixing 6mm Clear/opal white/solar bronze/blue/green tinted Multi wall poly carbonate sheet for Tubular structure. The work including cost of all materials, labour charges and usage charges of machinery for cutting, welding, grinding and erection equipments, with all lead, transportation, loading and unloading and all other incidental charges etc. complete as per specification and directions of the Engineer in charge of the work. Sqm 3346.88 3346.88 13.54 False None None False None False 45316.7552 0 1719815332000 0 None None Buildings PART- D - TERRACE FLOOR 1211366.28 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3423300 121177 None Vol 1, Page No. 16, Item No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Columns Cum 7400.7 7400.7 4.68 False None None False None False 34635.276 0 3423301 121177 None Vol 1, Page No. 111, S No. 9 Formwork, Centering & Scaffloding 70% For Columns Cum 5180.49 5180.49 4.68 False None None False None False 24244.6932 0 3423302 121177 None Vol 1, Page No. 16, Item No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Beams & Lintel Cum 7400.7 7400.7 2.76 False None None False None False 20425.932 0 3423303 121177 None Vol 1, Page No. 112, S No. 14 Formwork, Centering & Scaffloding 60% For Beams & Lintel Cum 4440.42 4440.42 2.76 False None None False None False 12255.5592 0 3423304 121177 None Vol 1, Page No. 16, Item No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Roof Slab Cum 7400.7 7400.7 3.88 False None None False None False 28714.716 0 3423305 121177 None Vol 1, Page No. 112, S No. 15 Formwork, Centering & Scaffloding 50% For Roof Slab Cum 3700.35 3700.35 3.88 False None None False None False 14357.358 0 3423306 121177 None Vol 1, Page No. 16, Item No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Sill Cum 7400.7 7400.7 0.4 False None None False None False 2960.28 0 3423307 121177 None Vol 1, Page No. 112, S No. 14 Formwork, Centering & Scaffloding 3% For Sill Cum 222.02 222.02 0.4 False None None False None False 88.808 0 3423308 121177 None Vol 1, Page No. 16, Item No. 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Chejja Cum 7400.7 7400.7 0.36 False None None False None False 2664.252 0 3423309 121177 None Vol 1, Page No. 112, S No. 19 Formwork, Centering & Scaffloding 45% For Chejja Cum 3330.32 3330.32 0.36 False None None False None False 1198.9152 0 3423310 121177 None 2.11 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification t 96747.75 96747.75 2.17 False None None False None False 209942.6175 0 3423311 121177 None 6.32 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. Sqm 1416.77 1416.77 154.7 False None None False None False 219174.319 0 3423312 121177 None 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 106868.42 106868.42 0.12 False None None False None False 12824.2104 0 3423313 121177 None 12.51 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. No 1098.8 1098.8 1.0 False None None False None False 1098.8 0 3423314 121177 None 10.6.3 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete.Fastener with threaded dia 12 mm Each 64.89 64.89 6.0 False None None False None False 389.34 0 3423315 121177 None 12.57.5 Providing and fixing 35 mm thick one side teak and one side commercial 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 Sqm 4214.61 4214.61 2.62 False None None False None False 11042.2782 0 3423316 121177 None 12.90 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 size20mm 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) Sqm 7282.82 7282.82 5.4 False None None False None False 39327.228 0 3423317 121177 None 11.34B 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 openings / wooden frames with rawl plugs screws etc. Kg 197.91 197.91 113.4 False None None False None False 22442.994 0 3423318 121177 None 8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 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. Sqm 260.64 260.64 56.18 False None None False None False 14642.7552 0 3423319 121177 None 8.51 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. Sqm 108.15 108.15 100.71 False None None False None False 10891.7865 0 3423320 121177 None 8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 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. (Out side) Sqm 301.74 301.74 281.24 False None None False None False 84861.3576 0 3423321 121177 None 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, Lakared, River Pink, Orissa Blue or equivalent. Sqm 3084.44 3084.44 10.98 False None None False None False 33867.1512 0 3423322 121177 None 15.1 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. Thewaterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 883.59 883.59 382.95 False None None False None False 338370.7905 0 3423323 121177 None 8.33.1 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. Sqm 170.88 170.88 100.71 False None None False None False 17209.3248 0 3423324 121177 None 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paer smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge No 188.18 188.18 281.24 False None None False None False 52923.7432 0 3423325 121177 None 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. No 150.33 150.33 5.4 False None None False None False 811.782 0 1719815332000 0 None None Buildings PART- E - DOORS & WINDOWS & FIXTURES 132550.95 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3423326 121178 None 22.15.2 Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS Handles 300mm (Pg.no 218 It.no 22.15.2) Single Door No 577.5 577.5 22.0 False None None False None False 12705.0 0 3423327 121178 None 22.15.2 Double Door No 577.5 577.5 76.0 False None None False None False 43890.0 0 3423328 121178 None 22.15.2 Window No 577.5 577.5 8.0 False None None False None False 4620.0 0 3423329 121178 None 22.15.4 Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS Aldrop 16mm dia, 300mm (Pg.no 219 It.no 22.15.4) Single Door No 393.75 393.75 11.0 False None None False None False 4331.25 0 3423330 121178 None 22.15.4 Double Door No 393.75 393.75 38.0 False None None False None False 14962.5 0 3423331 121178 None 22.15.5 Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS Tower Bolts 150x10mm (Pg.no 219 It.no 22.15.5) Single Door No 126.0 126.0 11.0 False None None False None False 1386.0 0 3423332 121178 None 22.15.5 Double Door No 126.0 126.0 38.0 False None None False None False 4788.0 0 3423333 121178 None 22.15.5 Window No 126.0 126.0 4.0 False None None False None False 504.0 0 3423334 121178 None 22.15.7 Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS Tower Bolts 250x10mm (Pg.no 219 It.no 22.15.7) Single Door No 210.0 210.0 11.0 False None None False None False 2310.0 0 3423335 121178 None 22.15.7 Double Door No 210.0 210.0 38.0 False None None False None False 7980.0 0 3423336 121178 None 22.15.9 Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS hinges 100 mm (Pg.no 219 It.no 22.15.9) Single Door No 73.5 73.5 55.0 False None None False None False 4042.5 0 3423337 121178 None 22.15.9 Double Door No 73.5 73.5 190.0 False None None False None False 13965.0 0 3423338 121178 None 22.15.9 Window No 73.5 73.5 10.0 False None None False None False 735.0 0 3423339 121178 None 22.15.10 Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS Door stopper 75mm (Pg.no 219 It.no 22.15.10) Single Door No 105.0 105.0 11.0 False None None False None False 1155.0 0 3423340 121178 None 22.15.10 Double Door No 105.0 105.0 38.0 False None None False None False 3990.0 0 3423341 121178 None 12.6 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. (Pg.no 105 It.no 12.60) Main Door No 1104.6 1104.6 2.0 False None None False None False 2209.2 0 3423342 121178 None 12.80.1 Providing and fixing door latch with necessary screws etc complete. Bright finished brass latch (Pg.no 108 It.no 12.80.1) Single Door No 299.25 299.25 11.0 False None None False None False 3291.75 0 3423343 121178 None 12.80.1 Double Door No 299.25 299.25 19.0 False None None False None False 5685.75 0 1719815332000 0 None None Buildings PART- F - WATER SUPPLY AND SANITARY 4522561.05 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3423344 121179 None 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete Class No 1172.85 1172.85 90.0 False None None False None False 105556.5 0 3423345 121179 None 14.48a Providing and fixing Pillar Cock made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete Class economy No 1284.15 1284.15 60.0 False None None False None False 77049.0 0 3423346 121179 None 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests No 5128.2 5128.2 12.0 False None None False None False 61538.4 0 3423347 121179 None 14.2.1 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlleddevice (handle lever), conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid No 5079.9 5079.9 9.0 False None None False None False 45719.1 0 3423348 121179 None 14.7.8 White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow including operated levers No 4318.65 4318.65 16.0 False None None False None False 69098.4 0 3423349 121179 None 14.8 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. No 1494.15 1494.15 16.0 False None None False None False 23906.4 0 3423350 121179 None 14.61a Providing and fixing Side operated Single lever wall mixer with L shaped Tubular bend set for overhead shower made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class economy No 4057.2 4057.2 21.0 False None None False None False 85201.2 0 3423351 121179 None 14.86a Providing and fixing Towel rail (Circular) made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class No 486.15 486.15 45.0 False None None False None False 21876.75 0 3423352 121179 None 14.75a Providing and fixing Wall Mixer Non Telephonic made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class No 3206.7 3206.7 90.0 False None None False None False 288603.0 0 3423353 121179 None 14.32.2 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 453x357 mm Rmtr 1068.9 1068.9 70.0 False None None False None False 74823.0 0 3423354 121179 None 13.31.2 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 20mm nominal dia pipes Rmtr 254.1 254.1 360.0 False None None False None False 91476.0 0 3423355 121179 None 13.31.3 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 25mm nominal dia pipes Rmtr 333.9 333.9 360.0 False None None False None False 120204.0 0 3423356 121179 None 13.31.4 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 32mm nominal dia pipes Rmtr 420.0 420.0 270.0 False None None False None False 113400.0 0 3423357 121179 None 13.31.6 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 50mm nominal dia pipes No 820.05 820.05 450.0 False None None False None False 369022.5 0 3423358 121179 None 13.4.4 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :50 mm nominal bore No 897.75 897.75 150.0 False None None False None False 134662.5 0 3423359 121179 None 13.8.2.2 Providing and fixing unplasticised PVC connection pipe with brass unions :45 cm length 20 mm nominal bore l 115.5 115.5 150.0 False None None False None False 17325.0 0 3423360 121179 None 13.34 Providing and placing on terrace, polyethylene water storage tanks as per IS 12701 : 1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes but without fittings and the base support for tank Rmtr 9.45 9.45 10000.0 False None None False None False 94500.0 0 3423361 121179 None 660 PVC pipes of 8 Kg/cm2 for 140mm(3.097) Rmtr 478.8 478.8 418.0 False None None False None False 200138.4 0 3423362 121179 None 664 PVC pipes of 10 Kg/cm2 for 200mm Rmtr 1212.75 1212.75 150.0 False None None False None False 181912.5 0 3423363 121179 None 13.49 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes of 150mm dia conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes Rmtr 596.4 596.4 118.0 False None None False None False 70375.2 0 3423364 121179 None 16.60.1 Providing PVC-U INDIVIDUAL U.G.D House service connection (which shall be laid from inside the customer property ) which includes: a) Supply of PVC-U pipe (b) providing and fixing of 315 mm dia the PE Inspection chambres with lid consisting of inlet & outlet arrangements with base, riser of min. 0.42 m depth which includes earth work, fixing in CC-1:2:4 with appurtenances., complete. (c) civil works like Earthwork excavation for the pipeline trenches for laying of PVC-U pipes for the house connections in all types of soils , disintegrated rock,soft rock, hard rock, including cutting of any road using , crossing drains, compound, Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, c.c. wood work, steel work, including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable and stacking the serviceable material with all lifts and lead , restoring the damaged portions inside or outside the property premises, refilling the portions of trenches that are dug open including linking to existing sewer network with appurtenances. complete. No 8540.7 8540.7 15.0 False None None False None False 128110.5 0 3423365 121179 None 1.4.1 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m Cum 254.1 254.1 162.0 False None None False None False 41164.2 0 3423366 121179 None 1.9 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 Cum 279.3 279.3 225.0 False None None False None False 62842.5 0 3423367 121179 None 13.33.10 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge. External work - 150mm nominal dia pipes Rmtr 5571.3 5571.3 225.0 False None None False None False 1253542.5 0 3423368 121179 None 16.9 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 No 5726.7 5726.7 20.0 False None None False None False 114534.0 0 3423369 121179 None 16.15.1 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.HConstructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame No 30499.35 30499.35 5.0 False None None False None False 152496.75 0 3423370 121179 None 16.15.6 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.HConstructing Brick Masonry Circular Machinehole 1.2 m internal dia.V1.5 M depth & SFRC cover & frame No 40300.05 40300.05 5.0 False None None False None False 201500.25 0 3423371 121179 None 16.15.11 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.HConstructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 2 M depth & SFRC cover & frame No 63823.2 63823.2 5.0 False None None False None False 319116.0 0 3423372 121179 None 14.29 Providing and fixing 100 mm sand cast Iron grating for gully trap. No 49.35 49.35 30.0 False None None False None False 1480.5 0 3423373 121179 None 13.22.1.2 Providing and fixing PTMT grating of approved quality and colour 125 mm nominal dia No 46.2 46.2 30.0 False None None False None False 1386.0 0 1719815332000 0 None None Buildings PART- G - ELECTRICAL 3028191.78 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3423374 121180 None 1.1.4 Open Conduit System Supplying heavy gauge PVC conduit pipe ....... dia mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. 40 mm dia 2.5 mm thick m 156.45 156.45 6.0 False None None False None False 938.7 0 3423375 121180 None 1.2.1 Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 19/20 mm dia 2 mm thick m 69.3 69.3 1770.0 False None None False None False 122661.0 0 3423376 121180 None 1.2.2 25 mm dia 2 mm thick m 81.9 81.9 930.0 False None None False None False 76167.0 0 3423377 121180 None 1.3.1 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 19/20 mm dia 2 mm thick m 71.4 71.4 960.0 False None None False None False 68544.0 0 3423378 121180 None 1.3.2 25 mm dia 2 mm thick m 82.95 82.95 540.0 False None None False None False 44793.0 0 3423379 121180 None 1.9.1 Supplying PVC flexible conduit pipe mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely 20 mm m 19.95 19.95 30.0 False None None False None False 598.5 0 3423380 121180 None 1.9.2 25 mm m 23.1 23.1 18.0 False None None False None False 415.8 0 3423381 121180 None 1.9.5 50 mm m 49.35 49.35 10.0 False None None False None False 493.5 0 3423382 121180 None 1.13 Supplying And Fixing Metal Fan Box with Round Hook No 122.85 122.85 71.0 False None None False None False 8722.35 0 3423383 121180 None 2.1.1 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch Point 299.25 299.25 124.0 False None None False None False 37107.0 0 3423384 121180 None 2.1.2 Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch Point 413.7 413.7 92.0 False None None False None False 38060.4 0 3423385 121180 None 2.1.3 Long point above 6Mtr upto 10Mtr from tapping point to out let via switch Point 598.5 598.5 110.0 False None None False None False 65835.0 0 3423386 121180 None 2.3.2 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 1.5 mm m 27.3 27.3 4030.0 False None None False None False 110019.0 0 3423387 121180 None 2.3.3 2.5 mm m 44.1 44.1 5700.0 False None None False None False 251370.0 0 3423388 121180 None 2.3.4 4 mm m 66.15 66.15 3300.0 False None None False None False 218295.0 0 3423389 121180 None 2.3.5 6 mm m 96.6 96.6 1150.0 False None None False None False 111090.0 0 3423390 121180 None 2.6.1 Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirming to13:8130-1984 and virgin grade PVC insulation and powder coating extruded PVC sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990. 3C x 2.5 mm m 122.85 122.85 30.0 False None None False None False 3685.5 0 3423391 121180 None 3.4.1 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 1-2 Way Each 144.9 144.9 34.0 False None None False None False 4926.6 0 3423392 121180 None 3.4.2 3 Way Each 166.95 166.95 32.0 False None None False None False 5342.4 0 3423393 121180 None 3.4.3 4-5 Way Each 185.85 185.85 24.0 False None None False None False 4460.4 0 3423394 121180 None 3.4.5 8 Way Each 274.05 274.05 24.0 False None None False None False 6577.2 0 3423395 121180 None 3.4.6 10-12 Way Each 334.95 334.95 54.0 False None None False None False 18087.3 0 3423396 121180 None 3.5.1 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 1 to 2 Module Each 143.85 143.85 34.0 False None None False None False 4890.9 0 3423397 121180 None 3.5.2 3 Module Each 169.05 169.05 32.0 False None None False None False 5409.6 0 3423398 121180 None 3.5.3 4 Module Each 183.75 183.75 24.0 False None None False None False 4410.0 0 3423399 121180 None 3.5.5 8 Module Each 298.2 298.2 24.0 False None None False None False 7156.8 0 3423400 121180 None 3.5.6 10-12 Module Each 361.2 361.2 54.0 False None None False None False 19504.8 0 3423401 121180 None 3.6.2 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Two Way Switch Each 174.3 174.3 6.0 False None None False None False 1045.8 0 3423402 121180 None 3.6.3 6A Three Way socket Each 179.55 179.55 87.0 False None None False None False 15620.85 0 3423403 121180 None 3.6.4 Stepped Fan Regulator Two Module Each 374.85 374.85 71.0 False None None False None False 26614.35 0 3423404 121180 None 3.6.8 6A Bell Push Each 185.85 185.85 1.0 False None None False None False 185.85 0 3423405 121180 None 3.6.9 32A DP Switch Each 342.3 342.3 11.0 False None None False None False 3765.3 0 3423406 121180 None 3.6.10 6/16A Universal Socket Each 247.8 247.8 4.0 False None None False None False 991.2 0 3423407 121180 None 3.6.11 TV/Telephone Socket Each 163.8 163.8 1.0 False None None False None False 163.8 0 3423408 121180 None 3.10.3 Supplying 4 mm thick white plastic plate and covering for junction boxes of size mm conduit using necessary machine screws. 110 mm No 22.05 22.05 90.0 False None None False None False 1984.5 0 3423409 121180 None 5.1 Supplying push button operated direct online starter with an antiweld silver cadmium oxide contactor with replaceable fixed and moving contacts and bimetallic thermal overload relay help in anticorrosion treated sheet steel or iron clad enclosure and fixing the same to suitable capacity wires for 230/440 V 1/3 phase motor upto 5 HP Each 2023.35 2023.35 1.0 False None None False None False 2023.35 0 3423410 121180 None 5.6.4 Supply and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws. 12" x 12" x 2" Each 190.05 190.05 1.0 False None None False None False 190.05 0 3423411 121180 None 5.7.4 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 100 A Each 725.55 725.55 3.0 False None None False None False 2176.65 0 3423412 121180 None 5.12.2 Supplying of on load change over switches 4 poles, AC-23A Duty, 415V, 50Hz, AC Supply. With all accessories. (SM Enclosure Sheet Metal Execution) 100 A Each 8960.7 8960.7 1.0 False None None False None False 8960.7 0 3423413 121180 None 5.15.10 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuitwith adjustable thermal magnetic release, Micro processor release shall have Earth Fault as per IS/IEC 60947-2 . (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. FOUR Pole 100 A 25 kA Each 8911.35 8911.35 1.0 False None None False None False 8911.35 0 3423414 121180 None 5.18.5 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 40 A DP Each 1113.0 1113.0 26.0 False None None False None False 28938.0 0 3423415 121180 None 5.18.6 50-63 A DP Each 1157.1 1157.1 1.0 False None None False None False 1157.1 0 3423416 121180 None 5.18.7 6-32 A TPN Each 1802.85 1802.85 3.0 False None None False None False 5408.55 0 3423417 121180 None 5.18.9 50-63 A TPN Each 3242.4 3242.4 1.0 False None None False None False 3242.4 0 3423418 121180 None 5.19.6 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure. II - Double Door 4 Way SP & N Each 1600.2 1600.2 3.0 False None None False None False 4800.6 0 3423419 121180 None 5.19.9 12 Way SP & N Each 2445.45 2445.45 9.0 False None None False None False 22009.05 0 3423420 121180 None 5.20 Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board. 63 A 4 pole Each 5822.25 5822.25 1.0 False None None False None False 5822.25 0 3423421 121180 None 5.21 Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay/auto/ manual reset facility suitable to mount on DIN rail/ flush mounting on panel board Each 9717.75 9717.75 1.0 False None None False None False 9717.75 0 3423422 121180 None 5.22 Supplying, fixing and wiring 0 to 600V 96x96mm AC Voltmeter on existing panel/wood board Each 474.6 474.6 1.0 False None None False None False 474.6 0 3423423 121180 None 5.25 Supplying, fixing and wiring 0 to 100 A Direct Reading AC analog type Ammeter Each 550.2 550.2 1.0 False None None False None False 550.2 0 3423424 121180 None 5.27 Supplying, fixing and wiring rotary selector switch suitable for Ammeter Each 210.0 210.0 1.0 False None None False None False 210.0 0 3423425 121180 None 5.28 Supplying, fixing and wiring rotary selector switch suitable for Voltmeter Each 168.0 168.0 1.0 False None None False None False 168.0 0 3423426 121180 None 5.31 Supplying and fixing Electronic Trivector Meter (ETV) suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired. Each 4609.5 4609.5 1.0 False None None False None False 4609.5 0 3423427 121180 None 5.34 Supplying, fixing and wiring 50/5 to 400/5A 5VA burden Current Transformer Class 0.5 accuracy with Tape Wound. Each 590.1 590.1 3.0 False None None False None False 1770.3 0 3423428 121180 None 5.38 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. Each 540.75 540.75 1.0 False None None False None False 540.75 0 3423429 121180 None 5.40.1 Supplying A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete 100 A 4 x 30 x 6 mm Aluminium Strips m 2588.25 2588.25 1.0 False None None False None False 2588.25 0 3423430 121180 None 5.41.1 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40 x 40 x 6 mm m 320.25 320.25 5.0 False None None False None False 1601.25 0 3423431 121180 None 5.42.1 Fabricating supplying and mounting MS box made out SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. 14 SWG Cum 0.53 0.53 32000.0 False None None False None False 16960.0 0 3423432 121180 None 6.1 Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply. Each 1566.6 1566.6 13.0 False None None False None False 20365.8 0 3423433 121180 None 6.3.1 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system. 48" Sweep (1200 mm) Regular model Each 3133.2 3133.2 71.0 False None None False None False 222457.2 0 3423434 121180 None 7.3.3 Supplying, installation, testing and commissioning of solar hot water heater comprising of solar Flat Plate Collector (FPC) of size 2120x1040x100mm and stainless steel hot water storage tank with stainless steel heat exchanger absorber made of copper sheet and copper tube of following capacity aluminium box collector with appropriate capacity electrical back up arrangement excluding inlet and out let pipes. SS Model with 100mm thick of 48Kg/M3density Rock wool insulation with 22SWG Aluminium cladding. 300 L Each 73485.3 73485.3 6.0 False None None False None False 440911.8 0 3423435 121180 None 9.3.2 Supplying, erecting, testing & commissioning of ON-LINE UPS system suitable for operation on 230V, 50Hz, A/C supply, with isolation transformer all accessories complete and Excluding batteries and wiring complete. 3 kVA ON LINE UPS Each 40654.95 40654.95 1.0 False None None False None False 40654.95 0 3423436 121180 None 9.5.8 Supplying, installation, testing & commissioning of 12V DC, AH batteries in poly propylene container for U.P.S. Sealed maintenance free batteries. 120 AH capacity Each 16289.7 16289.7 2.0 False None None False None False 32579.4 0 3423437 121180 None 11.3.3 Supplying of feet -PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 4' - 36/40 W Each 1332.45 1332.45 195.0 False None None False None False 259827.75 0 3423438 121180 None 11.8.8 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with W System Power consumption. LED Efficiency1301m/w, nominal CRI 75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source. LED Streetlight 200 W Each 20048.7 20048.7 7.0 False None None False None False 140340.9 0 3423439 121180 None 11.11.5 Supplying & fixing of retrofit type - LED bulb W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI 70%. efficacy 80 lumen per W, life 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF 0.95, power loss should 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 12W, 6500K Each 282.45 282.45 38.0 False None None False None False 10733.1 0 3423440 121180 None 12.2.1 Supplying and fixing one of 230 V Ding dong bell and a flush type bell push with gang box fixed on necessary wooden or rawl plugs using NF screws with Remote. Ding Dong Bell Each 258.3 258.3 1.0 False None None False None False 258.3 0 3423441 121180 None 12.56 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia No 3685.5 3685.5 10.0 False None None False None False 36855.0 0 3423442 121180 None 12.58.2 GI/Copper strips for grounding connections, using necessary fixing materials as required. 25 x 3 mm GI strip m 86.1 86.1 10.0 False None None False None False 861.0 0 3423443 121180 None 13.1.2 Supplying and Fixing of........mm dia class A GI pipe bracket upto 2 ms long bent at suitable angle and fixing to this bracket street light fitting of all capacities to GI or GI or rail or RCC pole / wall using suitable clamps, bolts, and nuts and wiring using suitable capacity wires. Using 32mm dia G.I.Pipe Each 1097.25 1097.25 7.0 False None None False None False 7680.75 0 3423444 121180 None 13.7.1 Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps. On wall/ ceiling / Rafter / Girders Each 128.1 128.1 195.0 False None None False None False 24979.5 0 3423445 121180 None 13.1 Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. Each 179.55 179.55 71.0 False None None False None False 12748.05 0 3423446 121180 None 13.12 Extra length of GI pipe of class B 19mm dia for down rod. m 206.85 206.85 71.0 False None None False None False 14686.35 0 3423447 121180 None 13.14 Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 A. ceiling rose with sufficient length of 23/0.0076 inch PVC insulated twin core wire. Each 516.6 516.6 13.0 False None None False None False 6715.8 0 3423448 121180 None 13.18.1 Fixing of ..... A TPST / change over switch / Contactor along with neutral link with screws, bolts, nuts and wiring using required capacity wires and circuit labelling. 15A to 63A TPST Each 291.9 291.9 1.0 False None None False None False 291.9 0 3423449 121180 None 32.14 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 95 Sqmm, 3.5 Core, (21 GI Strips - 4 x 0.8 mm) Km 391875.75 391875.75 0.7 False None None False None False 274313.025 0 3423450 121180 None 21.06 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff 35 to 95 Sqmm Km 32695.95 32695.95 0.7 False None None False None False 22887.165 0 3423451 121180 None 60.07 95 Sqmm No 15.75 15.75 12.0 False None None False None False 189.0 0 3423452 121180 None 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m m 508.2 508.2 30.0 False None None False None False 15246.0 0 3423453 121180 None 418 HDPE pipe grade PE80-PN12.5, 90 mm ( Volume -5 BWSSB Sr 2023-24 PG No:A37 m 396.9 396.9 50.0 False None None False None False 19845.0 0 1719815332000 0 None None Buildings PART- H - SUMP TANK - 33600 lts 586015.91 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3423454 121181 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 76.8 False None None False None False 8225.28 0 3423455 121181 None 1.4a Cost of Haulage Excluding Loading and Unloading. Case-1 : Surfaced Road (a)Taking output 10 t load and lead 10 km = 100 t.km T.Km 12.6 12.6 1536.0 False None None False None False 19353.6 0 3423456 121181 None 1.1 Filling approved 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 Cum 454.65 454.65 26.4 False None None False None False 12002.76 0 3423457 121181 None 2.1.4 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:3:6 Using 20 mm and down size graded crushed coarse aggregates Cum 6527.85 6527.85 2.1 False None None False None False 13708.485 0 3423458 121181 None 2.4.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:3:6 Using 20 mm and down size graded crushed coarse aggregates Cum 6652.8 6652.8 3.15 False None None False None False 20956.32 0 3423459 121181 None 1.0 Formwork, Centering & Scaffloding 8% For Isolated Footing Cum 532.22 532.22 3.15 False None None False None False 1676.493 0 3423460 121181 None 1.0 sump tank-walls DWS Cum 6652.8 6652.8 8.0 False None None False None False 53222.4 0 3423461 121181 None 9.0 Formwork, Centering & Scaffloding 10% For Earth retaining structures Cum 665.28 665.28 8.0 False None None False None False 5322.24 0 3423462 121181 None 9.0 Cover slab Cum 6652.8 6652.8 3.15 False None None False None False 20956.32 0 3423463 121181 None 13.0 Formwork, Centering & Scaffloding 50% For Roof Slab Cum 3326.4 3326.4 3.15 False None None False None False 10478.16 0 3423464 121181 None 8.12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer in-Charg A. Raft Collection sump Kg 67.2 67.2 142.8 False None None False None False 9596.16 0 3423465 121181 None 8.12 sump tank-walls DWS Kg 67.2 67.2 272.0 False None None False None False 18278.4 0 3423466 121181 None 8.12 Cover slab Kg 67.2 67.2 142.8 False None None False None False 9596.16 0 3423467 121181 None 2.11 H Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.All other type of structure Kg 82961.55 82961.55 2.64 False None None False None False 219018.492 0 3423468 121181 None 15.2 Providing and Applying PU based Elastomeric Liquid Applied PU Waterproofing Membrane single component, cold applied, water based acrylic PU dispersion with highly elastic and UV resistant water proofing treatment to the Existing Roof surface/Chajjas/Sunken portion of WC:Bathroom applied @ 1.2L/per m2,having tensile strength greater than 1.5N/mm2, elongation greater than 3012% with solid content not less than 612% in 2 coats including surface preparation, priming the surface with water based acrylic primer @0.1 L/m2, and spreading 60 gsm geotextile between two top coats completely as per specification. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge Sqm 773.85 773.85 61.0 False None None False None False 47204.85 0 3423469 121181 None 8.3.1 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine 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 specifications and as per directions of Engineer-in-charge. Sqm 371.7 371.7 61.0 False None None False None False 22673.7 0 3423470 121181 None 8.33.1 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. Sqm 165.9 165.9 61.0 False None None False None False 10119.9 0 3423471 121181 None 18.3 Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge Each 2060.1 2060.1 2.0 False None None False None False 4120.2 0 3423472 121181 None 13.33.9 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.External on wall - 100mm nominal dia pipes m 2650.2 2650.2 30.0 False None None False None False 79506.0 0 1719815332000 0 None None Buildings PART- I - SEPTIC AND SOAK PIT TANK 545216.43 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3423473 121182 None 1.14. Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m Cum 107.1 107.1 51.64 False None None False None False 5530.644 0 3423474 121182 None 1.4a Cost of Haulage Excluding Loading and Unloading. Case-1 : Surfaced Road (a)Taking output 10 t load and lead 10 km = 100 t.km T.Km 12.6 12.6 516.5 False None None False None False 6507.9 0 3423475 121182 None 1.11 Filling approved 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. Cum 454.65 454.65 8.99 False None None False None False 4087.3035 0 3423476 121182 None 2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 3.46 False None None False None False 21758.037 0 3423477 121182 None 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 7185.15 7185.15 3.74 False None None False None False 26872.461 0 3423478 121182 None 1.00 Formwork, Centering & Scaffloding 8% For Isolated Footing Cum 574.81 574.81 3.74 False None None False None False 2149.7894 0 3423479 121182 None 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 7185.15 7185.15 6.27 False None None False None False 45050.8905 0 3423480 121182 None 9.00 Formwork, Centering & Scaffloding 10% For Earth retaining structures Cum 718.52 718.52 6.27 False None None False None False 4505.1204 0 3423481 121182 None 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 7185.15 7185.15 4.88 False None None False None False 35063.532 0 3423482 121182 None 13.00 Formwork, Centering & Scaffloding 50% For Roof Slab Cum 3592.58 3592.58 4.88 False None None False None False 17531.7904 0 3423483 121182 None 2.11A Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Kg 93929.85 93929.85 2.75 False None None False None False 258307.0875 0 3423484 121182 None 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 8367.45 8367.45 1.66 False None None False None False 13889.967 0 3423485 121182 None 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Out side) Sqm 389.55 389.55 15.66 False None None False None False 6100.353 0 3423486 121182 None 8.12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineerin-Charge Sqm 67.2 67.2 37.4 False None None False None False 2513.28 0 3423487 121182 None 8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 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. Sqm 253.05 253.05 7.54 False None None False None False 1907.997 0 3423488 121182 None 18.3 Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary lockingarrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineerin charge. No 2060.1 2060.1 3.0 False None None False None False 6180.3 0 3423489 121182 None 13.33.9 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching refilling & testing of joints complete, as per direction of engineer in charge (External work) 100mm nominal dia pipes Rmtr 2650.2 2650.2 30.0 False None None False None False 79506.0 0 3423490 121182 None 17.1 Supplying, filling, 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. Cum 1052.1 1052.1 7.37 False None None False None False 7753.977 0 1719815332000 0 None None Buildings PART- J - BOREWELL DRILLING 439912.43 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3423491 121183 None 12.4 Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers’s method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test [VOL 5 2023-24, Item 12.4 ,Page No-140 Each 5552.4 5552.4 1.0 False None None False None False 5552.4 0 3423492 121183 None 12.1.1 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) [VOL 5 2023-24, Item 12.1 ,Page No-139] 0-50 Mtrs. Rmtr 388.5 388.5 50.0 False None None False None False 19425.0 0 3423493 121183 None 12.1.2 50-100Mtrs Rmtr 487.2 487.2 50.0 False None None False None False 24360.0 0 3423494 121183 None 12.1.3 100-150 Mtrs. Rmtr 493.0 493.0 50.0 False None None False None False 24650.0 0 3423495 121183 None 12.1.4 150-200 Mtrs. Rmtr 600.6 600.6 50.0 False None None False None False 30030.0 0 3423496 121183 None 12.32 Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. [VOL 5 2023-24, Item 12.32 ,Page No-143 Rmtr 2029.65 2029.65 30.0 False None None False None False 60889.5 0 3423497 121183 None 12.34 Providing and laying at site of work MS casing caps as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge [VOL 5 2023-24, Item 12.34 ,Page No-143 ] Each 172.2 172.2 1.0 False None None False None False 172.2 0 3423498 121183 None 1.00 For Borewell Pump No. 274833.33 274833.33 1.0 False None None False None False 274833.33 0 1719815332000 0 None None Buildings PART- K - BOREWELL PUMP, PUMPHOUSE AND ELECTRIFICATION 275480.89 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3423499 121184 None 13.13.6 Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For 5 HP [VOL 5 2023-24, Item 13.13.6 ,Page No-151 ] 5.00 HP - 90 LPM @ 110 m = 10 STG Outlet Dia - 2.00” Each 33743.85 33743.85 1.0 False None None False None False 33743.85 0 3423500 121184 None 11.3.6 Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Heavy Duty GI pipe: [VOL 5 2023-24, Item 11.3.6 ,Page No-127 ] Heavy Duty GI pipe of 50mm dia m 712.95 712.95 200.0 False None None False None False 142590.0 0 3423501 121184 None 13.22.3 Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. 1x3x4 Sqmm [VOL 5 2023-24, Item 13.22.3 ,Page No-154 ] m 141.75 141.75 200.0 False None None False None False 28350.0 0 3423502 121184 None 13.32 Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. [VOL 5 2023-24, Item 13.32 ,Page No-156] Job 6825.0 6825.0 1.0 False None None False None False 6825.0 0 3423503 121184 None 5.42.2 Fabricating supplying and mounting MS box made out SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clA with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. Schedule Of Rates PWD, Electrical SR 2023-24 Item No.5.42.2 (Vol-6) 16SWG Sq CM 0.45 0.45 19500.0 False None None False None False 8775.0 0 3423504 121184 None 5.41.3 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. Schedule Of Rates PWD, Electrical SR 2023-24 Item No.5.41.3 (Vol-6) 75x75x6mm m 582.75 582.75 2.0 False None None False None False 1165.5 0 3423505 121184 None 3.1.2 Supplying 6A flush type socket and 6 amps flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3654 Schedule Of Rates PWD, Electrical SR 2023-24 Item No.3.1.2 (Vol-6) 6Amps 3/5 Way Each 154.35 154.35 1.0 False None None False None False 154.35 0 3423506 121184 None 2.3.3 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 Schedule Of Rates PWD, Electrical SR 2023-24 Item No. 2.3.3 (Vol-6) 2.5 sqmm m 44.1 44.1 10.0 False None None False None False 441.0 0 3423507 121184 None 2.3.3 4 sqmm m 66.15 66.15 15.0 False None None False None False 992.25 0 3423508 121184 None 5.7.2 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. Schedule Of Rates PWD, Electrical SR 2023-24Item No.5.7.2 (Vol-6) 32Amps Each 253.05 253.05 1.0 False None None False None False 253.05 0 3423509 121184 None 5.18.9 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. Schedule Of Rates PWD, Electrical SR 2023-24. Item No.5.18 (Vol-6) 5.18.9 50-63 Amps TPN Each 3242.4 3242.4 1.0 False None None False None False 3242.4 0 3423510 121184 None 5.20.4 Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board. Schedule Of Rates PWD, Electrical SR 2023-24 Item No.5.20.4, Vol-6) 32-40 Amps 4 pole Each 4786.95 4786.95 1.0 False None None False None False 4786.95 0 3423511 121184 None 13.17.1 Fixing a shunt capacitor of ... KVAR capacity with necessary clamps, bolts, and nuts on existing wooden or metal board including banking of more than one capacitor. Upto 5 KVAR Schedule Of Rates PWD, Electrical SR 2023-24 Item No.13.17 (Vol-6) Each 283.5 283.5 3.0 False None None False None False 850.5 0 3423512 121184 None 5.38 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. Schedule Of Rates PWD, Electrical SR 2023-24 Item No.5.38 (Vol-6) Each 540.75 540.75 1.0 False None None False None False 540.75 0 3423513 121184 None 1.6.1 Digging of Pit for providing GI Pipe type Earthing Ordinary Soil Schedule Of Rates PWD, Electrical SR 2023-24 Item No.1.6 (Vol-6) Per Pit 796.95 796.95 1.0 False None None False None False 796.95 0 3423514 121184 None 51.01 GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg Schedule Of Rates PWD, Electrical SR 2023-24 Item No.51.01 (Vol-6) No 780.15 780.15 1.0 False None None False None False 780.15 0 3423515 121184 None 51.02 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each Schedule Of Rates PWD, Electrical SR 2023-24 Item No.51.02 (Vol-6) No 709.8 709.8 1.0 False None None False None False 709.8 0 3423516 121184 None 51.03 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag Schedule Of Rates PWD, Electrical SR 2023-24 Item No.51.03 (Vol-6) Bag 325.5 325.5 1.0 False None None False None False 325.5 0 3423517 121184 None 32.03 Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 10 Sqmm, 4 Core, (10 GI Strips - 4 x 0.8 mm) Schedule Of Rates PWD, Electrical SR 2023-24 Item No.32.03 (Vol-6) Km 123904.2 123904.2 0.02 False None None False None False 2478.084 0 3423518 121184 None 21.05 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable 2.5 to 25 Sqmm Schedule Of Rates PWD, Electrical SR 2023-24 Item No.21 (Vol-6) Km 21930.3 21930.3 0.01 False None None False None False 219.303 0 3423519 121184 None 1.17.1 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. In soil (hard) [CSR 2023-24, Vol-1, Item No.1.17.1] Cum 275.1 275.1 3.75 False None None False None False 1031.625 0 3423520 121184 None 1.10 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications Schedule Of Rates PWD 2023-24, VOL 1 Item No.1.10 Pgno.7 Cum 168.0 168.0 3.75 False None None False None False 630.0 0 3423521 121184 None 28.08 Laying the GI Pipe 80 mm to 150 mm dia at Drainage Water Supply Crossing including fixing collars elbows, bends, Tees and other fitting with Cuts and Threads wherever necessary complete. Schedule Of Rates PWD, Electrical SR 2023-24 Item No.28.08 (Vol-6) m 97.65 97.65 4.0 False None None False None False 390.6 0 3423522 121184 None 35.01 Epoxy Terminating Kit (Pothead) suitable for 1.1 kV, LTUG Cable Up to 4C x 50 Sqmm Schedule Of Rates PWD, Electrical SR 2023-24 Item No.35 (Vol-6) Set 340.2 340.2 1.0 False None None False None False 340.2 0 3423523 121184 None 6.18 Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 Amps three phase 4 wire whole current class-1 Accuracy Energy Meter. Schedule Of Rates PWD, Electrical SR 2023-24 Item No.5.35 (Vol-6) Each 5990.25 5990.25 1.0 False None None False None False 5990.25 0 3423524 121184 None 1.4.1 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m [CSR 2023-24, Vol- 1, Item No: 1.4.1,Page No-29 ] Cum 261.45 261.45 0.77 False None None False None False 201.3165 0 3423525 121184 None 2.1.5 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately).PCC 1:2:4 using 40 mm aggregate [CSR 2023-24, Vol- 1, Item No: 2.1.5,Page No-15 ] Cum 6463.8 6463.8 0.26 False None None False None False 1680.588 0 3423526 121184 None 5.4 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) [CSR 2023-24, Vol - 2 Item No: 5.4,Page No-9 ] Cum 6708.45 6708.45 0.9 False None None False None False 6037.605 0 3423527 121184 None 10.6 RCC hume pipe Circular pump house: Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm [VOL 5 2023-24, Item 10.6 ,Page No-116 ] Each 17221.05 17221.05 1.0 False None None False None False 17221.05 0 3423528 121184 None 10.7 Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work. [VOL 5 2023-24, Item 10.7 ,Page No-116 ] Each 1976.1 1976.1 1.0 False None None False None False 1976.1 0 3423529 121184 None 8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. [CSR 2023-24 Item No: 8.40,Page No-48, Vol - 2 ] Sqm 120.75 120.75 10.37 False None None False None False 1252.1775 0 3423530 121184 None 8.4 Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade English and Roman ( Rs. 0.90/ cm height for 15 cm height x 0.70 = Rs. 13.5 / letter) [CSR 2023-24 Item No: 8.4,Page No-63, Vol - 3 ] cm 14.18 14.18 50.0 False None None False None False 709.0 0 1719815332000 0 None None Buildings PART- L - CONCRETE ROAD 850902.94 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3423531 121185 None 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. Cum 99.75 99.75 165.0 False None None False None False 16458.75 0 3423532 121185 None 3.11 Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310. Sqm 4.2 4.2 550.0 False None None False None False 2310.0 0 3423533 121185 None 4.2V Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Grading VI materials Cum 2476.95 2476.95 55.0 False None None False None False 136232.25 0 3423534 121185 None 4.17 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 2686.95 2686.95 41.25 False None None False None False 110836.6875 0 3423535 121185 None 16.28 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 7091.7 7091.7 82.5 False None None False None False 585065.25 0 1719815332000 0 None None Buildings PART - M - DRAIN 1151939.98 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3423536 121186 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m (Vol 1, P No -8, I No-1.14.1) Cum 107.1 107.1 125.4 False None None False None False 13430.34 0 3423537 121186 None 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (Vol 1, P No -15, I NO: 2.1.3) Cum 6288.45 6288.45 18.15 False None None False None False 114135.3675 0 3423538 121186 None 2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol 1, P No -16 ; I NO -2.4.2) Cum 6639.15 6639.15 71.25 False None None False None False 473039.4375 0 3423539 121186 None 2.00a Formwork, Centering & Scaffloding 35% For Cement concrete drain ( Vol 1, P No -115 ; I NO -2a.) Cum 2323.7 2323.7 71.25 False None None False None False 165563.625 0 3423540 121186 None 2.11 H Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.All other type of structures ( Vol 1, P No -18 ; I NO -2.11 h.) t 82961.55 82961.55 4.65 False None None False None False 385771.2075 0 1719815332000 0 None None Buildings PART - N - PAVERS 1240353.87 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3423541 121187 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Cum 107.1 107.1 105.35 False None None False None False 11282.985 0 3423542 121187 None 4.2V Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Grading VI materials Cum 2476.95 2476.95 52.67 False None None False None False 130460.9565 0 3423543 121187 None 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) vMix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 52.67 False None None False None False 331212.6615 0 3423544 121187 None 6.8.2 Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) Sqm 1219.05 1219.05 526.75 False None None False None False 642134.5875 0 3423545 121187 None 8.42.3 Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 600 x 300 x 150 mm Kerb Stone m 486.15 486.15 221.21 False None None False None False 107541.2415 0 3423546 121187 None 8.10 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Sqm 114.45 114.45 154.84 False None None False None False 17721.438 0 1719815332000 0 None None Buildings PART - O - COMPOUND WALL 2514068.13 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3423547 121188 None 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth Cum 99.75 99.75 40.5 False None None False None False 4039.875 0 3423548 121188 None 1.14.1 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth Cum 107.1 107.1 495.47 False None None False None False 53064.837 0 3423549 121188 None 1.9 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. Cum 279.3 279.3 495.47 False None None False None False 138384.771 0 3423550 121188 None 2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 16.46 False None None False None False 103507.887 0 3423551 121188 None 2.11 H Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.All other type of structures t 82961.55 82961.55 6.32 False None None False None False 524316.996 0 3423552 121188 None 2.2.3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Isolated Footing Cum 6652.8 6652.8 40.5 False None None False None False 269438.4 0 3423553 121188 None 1.00 Formwork, Centering & Scaffloding 8% For Isolated Footing Cum 532.22 532.22 40.5 False None None False None False 21554.91 0 3423554 121188 None 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Columns Cum 7185.15 7185.15 21.67 False None None False None False 155702.2005 0 3423555 121188 None 8.00 Formwork, Centering & Scaffloding 70% For Columns Cum 5029.61 5029.61 21.67 False None None False None False 108991.6487 0 3423556 121188 None 2.4.3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications..M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Sqm 6652.8 6652.8 11.55 False None None False None False 76839.84 0 3423557 121188 None 12.00 Formwork, Centering & Scaffloding 50% For Beams Cum 3326.4 3326.4 11.55 False None None False None False 38419.92 0 3423558 121188 None 6.32 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. Sqm 1375.5 1375.5 265.65 False None None False None False 365401.575 0 3423559 121188 None 8.2.1 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 309.75 309.75 669.9 False None None False None False 207501.525 0 3423560 121188 None 11.25.2 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kg 142.8 142.8 540.0 False None None False None False 77112.0 0 3423561 121188 None 11.25.2 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kg 142.8 142.8 1732.5 False None None False None False 247401.0 0 3423562 121188 None 8.3 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 182.7 182.7 669.9 False None None False None False 122390.73 0 1719815332000 0 None None Buildings PART - P - RAIN WATER HARVESTING PIT 277180.24 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3423563 121189 None 11.20.1 Supplying and erection of RCC rings of Well steining of 0.3Mtr depth using M20 grade concrete using clean graded granite or trap or jelly of approved quality 20mm and down size well compacted including centering ,formwork and plastering for both faces with C.M 1:3 proportion as per design using 6.50mm M.S Coil at the rate of10Kgs/ring including cost of steel and fabrication ,bailing out of water,errection etc.,complete For 1.80m dia (clear)rings of steining thickness 0.075mm upto 18M depth 1800 mm Dia Cum 1590.75 1590.75 100.0 False None None False None False 159075.0 0 3423564 121189 None 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work In all kinds of soils. Depth upto 1.50m Cum 508.2 508.2 38.39 False None None False None False 19509.798 0 3423565 121189 None 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceed ing 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 279.3 279.3 21.33 False None None False None False 5957.469 0 3423566 121189 None 2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 1.7 False None None False None False 10690.365 0 3423567 121189 None 17.1 Supplying, filling, 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. t 1052.1 1052.1 3.41 False None None False None False 3587.661 0 3423568 121189 None 17.2 Supplying, filling, 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. Cum 1245.3 1245.3 3.41 False None None False None False 4246.473 0 3423569 121189 None 17.3 Supplying, filling, 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 Cum 1251.6 1251.6 3.41 False None None False None False 4267.956 0 3423570 121189 None 2.4.3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 6652.8 6652.8 3.84 False None None False None False 25546.752 0 3423571 121189 None 13.00 Formwork, Centering & Scaffloding 50% For Roof Slab Cum 3326.4 3326.4 3.84 False None None False None False 12773.376 0 3423572 121189 None 2.11 h Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.All other type of structures Cum 82961.55 82961.55 0.38 False None None False None False 31525.389 0 1719815332000 0 None None Buildings PART - Q - RO PLANT 787500.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3423573 121190 None 21.1.6 Water purification plants: Supplying, Installation and Commissioning of automatic Water purification plant (RO+UF) with all accessories piping, product water tank on single phase power supply as per the enclosed detailed Technical Specifications including cost of material, loading and unloading and as directed by the Engineer in charge. (Ref- detailed specification enclosed seperatly). Note:- 1.The above rates mentioned are only for the preparation of estimate purpose. 2. All items are to be of BSI /NFS standards,with BSI / NFS mark . 3. Tenders to be invited for procurement. 4. No direct payment should be made under any situation or condition or on any account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each components For 250 LPH : Cabin Type (Page no: 247, Item no: 21.1.6) Each 262500.0 262500.0 3.0 False None None False None False 787500.0 0 1719815332000 0 None None Buildings PART - R - FURNISHING WORKS 1299320.4 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3423574 121191 None 22.24 Providing & fixing 100% Polyester Curtains with specification of regular wash as per direction of Engineer in charge Sqm 1260.0 1260.0 201.0 False None None False None False 253260.0 0 3423575 121191 None 20.22.1 Providing and fixing brass curtain rods of wall thickness 1.25 mm with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete. m 546.0 546.0 80.4 False None None False None False 43898.4 0 3423576 121191 None 22.37 Providing and supplying Single size 6ft x 2.5ft Soft PU foam 5 inch thick mattress of reputed make with better enhanced air circulation & breathability & sleeping comfort of size as per direction of engineer in charge No 7350.0 7350.0 107.0 False None None False None False 786450.0 0 3423577 121191 None 22.31 Providing and supplying Pillow Microfibre with deep sleeping comfort of size upto 70cm x 40cm as per direction of engineeer in charge No 126.0 126.0 107.0 False None None False None False 13482.0 0 3423578 121191 None 22.33 Providing & supplying 100% Polyester machine wash capable Blanket 66x90inches with calm and light colors as per direction of Engineer in charge of work No 1890.0 1890.0 107.0 False None None False None False 202230.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1719815334000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1719815334000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1719815334000 1 None None ELIGIBILITY The contractor shall submit the details of technical staff employed by him. None 1719815334000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1719815334000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1719815686000 1 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max.Max Rs.7500/-) soon after contract has been issued to bidder. None 1719815700000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1719815710000 1 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs None 1719815721000 0 None None ELIGIBILITY The cost of the Tender form shall not be refundable. None 1719815736000 0 None None ELIGIBILITY The employer is not responsible for any delay in accessing Karnataka Public procurement portal None 1719815743000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. None 1719815760000 1 None None ELIGIBILITY Disputes shall be settled by a Aribitator or set of Arbitrators appointed by Karnataka Arbitration centre Rules 2012 None 1719815770000 1 None None ELIGIBILITY All the formats prescribed in the bid document shall be filled by the tenderer in complete manner otherwise it will be rejected.. None 1719815780000 1 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and the Executive Engineer reserves the right to verify the documents before approval None 1719815789000 0 None None ELIGIBILITY The employer reserves the rights to Reject or accept any or all the tenders without assigning any reasons. None 1719815837000 2 None None ELIGIBILITY The successful Tenderer shall deliver to the Employer a Security deposit in any of the forms given Clause 29.1.of ITT for an amount equivalent to 5% of the Contract price plus additional security for unbalanced tenders in accordance with Clause 25.5 & 29.1 of ITT and Clause 44 of the Conditions of Contract None 1719815861000 0 None None ELIGIBILITY Contractor should take all precautions to ensure that no damage is caused to the existing works None 1719815868000 1 None None ELIGIBILITY All safety precautions, warning signs, night illumination, reflectors, deployment of security guards has to be ensured so that no untoward incidents happens on account of negligence or any project activity. Contractor should indemnify the client to that extent. None 1719815878000 1 None None ELIGIBILITY All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing for concrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work None 1719815891000 1 None None ELIGIBILITY Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer,PWP,&IWTD Division, Davanagere during office hours on all working days. None 1719815901000 1 None None ELIGIBILITY The contractors assessed available tender capacity will be calculated as per the clause 3.6 of STD tender document Attached. None 1719815941000 0 None None ELIGIBILITY Contractor should follow strictly the prevailing rules of labour act. None 1719815949000 1 None None ELIGIBILITY Work should be carried out according to IRC Specifications for roads and the contractor has to establishfield laboratory at the work site as per the IRC Specifications None 1719815955000 0 None None ELIGIBILITY The Tenderer should furnish all the necessary original documents mentioned above to the Executive engineer None 1719816003000 1 None None ELIGIBILITY The intending contractors are requested to note that they should abide by the instructions and conditions contained in the Standard Tender documents KW-4 K.P.W.D. and further orders thereon. None 1719816095000 1 None None ELIGIBILITY Estimate rates are excluding GST and the prevailing GST 18 percent of APT is added in the form of Lumpsum in sanctioned estimate as per the guidelines in common SR 2021-22 GO PWD51 RDF 2019 Bengalure dt 18.3.2022. Therefore, APT or ECV is excluding GST. In kppp portal there is no option to add GST separately over and above APT, during DTS process. Hence even though the tender has been invited by opting for the INCLUSIVE option, the item wise rates do not include GST.Hence GST will be paid separately for the quoted amountas per the Govt. circular no FD/447/expenditure/12/2022/dt 30.7.2022. Therefore GST declaration certificate must be uploaded mandatorily by the prospective bidders None 1719816098000 0 None None ELIGIBILITY Period for completion of this work is11 (Eleven) months including Monsoon None 1719816114000 0 None None ELIGIBILITY Royalty: The contractor should abide to follow KMMCR 1994 RULE 36 AND RULE 42 without fail. None 1719816375000 1 None None ELIGIBILITY EMD FOR RS 1,00,000/- SHALL BE PAID THROUGH KPPP PORTAL AND THE BALANCE OF RS. 6,71,600/- BY BANK GUARANTEE ISSUED BY NATIONALISED/SCHEDULED BANK. CONTRACTOR SHOULD UPLOAD THE SCANNED COPY OF BANK GUARANTEE ISSUED BY NATIONALISED/SCHEDULED BANK. ORIGINAL BANK GUARANTEE SHOULD BE HANDED OVER BY THE BIDDERS TO THE EXECUTIVE ENGINEER. None 1719816565000 0 None None ELIGIBILITY The tenderer should maintain the work during the defective liability period for 1 years None 1719816949000 1 None None ELIGIBILITY Contractor has to upload the EPF registration with June 2024 challan copy. Contractor has to submit their labour EPF details with every running bill. None 1719905242000 0 None None ELIGIBILITY Bidders should establish a field Laboratory None 1719905360000 0 None None ELIGIBILITY contractors must have 2 graduate engineers and also engineers must worked with firm atleast 5 years supervision certificate should be enclosed None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None The Tenderer or his identified sub-contractor should possess required valid electrical license for executing building electrification works & should have executed similar electrical work totaling 15.14 lakhs (usually not less than 50% of the electrical works) in any one year & should up load consent letter from the electrical sub-contractor Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Licence and workdone certificate None None None None To qualify for award of work the following minimum quantities of work executed in one year out of previous five years is to be furnished: 1 EWE / Embankment: 3617.00cum 2 PCC/RCC :666.00 Cum 3 Steel: 60.00 Tonne 4 BBM /Solid Concrete Blocks: 1809.00 cum 5 Plastering :4510.00 Sqm 6 Flooring(Ceramic,Vitrified & Granite): 1288.00 Sqm Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Work done Certificate issued by competent Authority of rank not less than Executive Engineer None None None None To Qualify for Award of this contract, each tenderer in its name should have in the last five years i.e2019-20 , 2020-21, 2021-22 , 2022-23 , 2023-24 satisfactorily completed as prime contractor at least one similar nature of work such as Construction of Building work of value not less than Rs. 257.00 Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None To qualify for awrd of this contract, each tenderer in its name should have in the last five years i.e. 2019-20 , 2020-21, 2021-22 , 2022-23 , 2023-24 (a) achieved in at least two financial years a minimum financial turnover of Rs 1029.00 laksh (in all classes of Civil Engineeering Construction works only) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Submit the balance sheet indicating the contract receipts certified by the CA & IT returns(Profit and loss statement) ) None None None None Statement indicating the (A)Existig commitments and ongoing works, (B)Details of works for which tenders are already submitted . The statements should furnished as per statement 1.5 (A),(B) of Section 3 of Qualification information in Standard Bid document Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format-5 Existig commitments and ongoing works Stt. None None None None Each tenderer should further demonstrate: liquid assets and / or availability of Credit facilities of not less than Rs.154.30 akhs (Credit lines / letter of credit / certificates from banks for meeting the fund requirement etc., Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Bankers Certificate 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 Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Organization chart & company profile/PERT None None None None Each Tenderer should further demonstrate (a) Availability by owning/Lease/Hire basis the following key and critical equipment for this work For Lease/ Hire basis- relevant documents (commitment agreements etc., shall be scanned and uploaded(Minimum 50% of the required machinery should be owned by the Tenderer.Remaining 50% of the required machinery may be owned / procured on Lease basis / Hire basis.) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format-8 and scan copies of the ownership documents None None None None Minimum 50% of the required machinery should be owned by the Tenderer. Remaining 50% of the required machinery may be owned /on Lease basis / Hire basis) Machineries to be owned: Excavator 1No, Concrete mixer 2No, Centering materials and form work 1000Sqm, Water tanker 2No, Tipper2No, Self operating lift 1No, Concrete mixer with weigh batch facilities 1No Machineries to be hire / leased / owned: Concrete mixer 2No, Centering materials and form work 500Sqm, Tipper 2No, Self operating lift 1No, Water tanker 1No, Excavator 1No Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Machinery documents None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. 1029.00 Lakhs) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Total value of Civil Engineering Construction works executed in the and payments received in the last five year i.e., 2019-20 , 2020-21, 2021-22 , 2022-23 , 2023-24 Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Submit the balance sheet indicating the contract receipts certified by the CA & IT returns None None None None EMD FOR RS 1,00,000/- SHALL BE PAID THROUGH KPPP PORTAL AND THE BALANCE OF RS. 6,71,600/- BY BANK GUARANTEE ISSUED BY NATIONALISED/SCHEDULED BANK. CONTRACTOR SHOULD UPLOAD THE SCANNED COPY OF BANK GUARANTEE ISSUED BY NATIONALISED/SCHEDULED BANK. ORIGINAL BANK GUARANTEE SHOULD BE HANDED OVER BY THE BIDDERS TO THE EXECUTIVE ENGINEER. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Scanned copy of E.M.D and Scanned copy of Bank Guarantee None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditors reports for the last five years Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None The Tender should be a PWD Registered Class-1 contractor Others Licence createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None Information on litigation in which the Tenderer is involved Others Litigation createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format-10
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid The Tender should be a PWD Registered Class-1 contractor. True Technical Bid Annual Reports on the financial standing of the tenderer, such as profit and loss statements and auditors reports for the last five years 2019-20 , 2020-21, 2021-22 , 2022-23 , 2023-24 True Technical Bid PAN,VAT,TIN, Phone number & Address for communication True Technical Bid Details of existing commitments and on going works as per Standard Tender Documents Section 3.1.5A Proforma True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1719998509000 version 0 createdDate None modifiedDate None blockNumber O/o Public works department, opposite of RH chowtry, PB road street None city Davanagere state Karnataka pin 577002
tenderRecallDTO	None