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noticeInvitingTenderDTO	createdTs 1709379544446 version 6 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 1550.00 emd 123841.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 15-03-2024 16:00:15 tenderQueryClose 14-03-2024 16:44:10 technicalBidOpen 16-03-2024 16:00:18 publishedDate 07-03-2024 17:23:53 publishedByPost PWD_EE_DIV_BID publishedByUser KPE14569 - SHIVSHANKER V KAMSHETTY bidValidityPeriod 90 noOfCalls 2 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson Shivshanker kamshetty splitEmdRequiredYn True emdBankGuarantee 73841.00 emdCash 50000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08482226440 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1709379544448 version 17 createdDate None modifiedDate None tenderNumber PWD/2023-24/BD/WORK_INDENT7203/CALL-2 title Construction of one classroom at HPS Balur, LPS Jainapur, MPS Khatakchincholi & Toilet blocks at HPS Balur, HS Lakhangaon, HPS Beeri (B) in Bhalki Taluka description Construction of one classroom at HPS Balur, LPS Jainapur, MPS Khatakchincholi & Toilet blocks at HPS Balur, HS Lakhangaon, HPS Beeri (B) in Bhalki Taluka category WORKS categoryText Works ecv 6192010.46 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1692 locationName PWD Division Office Bidar provisionalAmount 7350000.0 groupOverheadTotal None fileNumber AEE/PWD/BHK/SD/KKRDB/2023-24/6
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1709379545000 1 None None Buildings One Classroom at HPS Balur 1167136.77 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2889139 94567 None Comman SR, Volume-1, Pg No. 8 SI. 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 (Comman SR, Volume-1, Pg No. 8/ SI. No.1.12) Cum 99.75 99.75 9.14 False None None False None False 911.715 0 2889140 94567 None Comman SR, Volume-1, Pg No. 8 SI. No.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 (Comman SR, Volume-1, Pg No. 8 SI. No.1.14.1) Cum 107.1 107.1 41.65 False None None False None False 4460.715 0 2889141 94567 None Volume-1, Pg No. 15 SI. 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 (Comman SR, Volume-1, Pg No. 15/ SI. No.2.1.3) Cum 6288.45 6288.45 5.11 False None None False None False 32133.9795 0 2889142 94567 None Volume-2, Pg No. 9 SI. No.5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Comman SR, Volume-2, Pg No. 9/ SI. No.5.3) Cum 6515.25 6515.25 12.67 False None None False None False 82548.2175 0 2889143 94567 None Volume-1, Pg No. 15 SI. No.2.2.1 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 15/ SI. No.2.2.1) Cum 6601.35 6601.35 7.38 False None None False None False 48717.963 0 2889144 94567 None Volume-1, Pg No. 29 SI. No.1a Formwark for Footings Isolated @ 8% (Comman SR, Volume-1, Pg No. 29/ SI. No.1a) Cum 528.11 528.11 7.38 False None None False None False 3897.4518 0 2889145 94567 None Volume-1, Pg No. 16 SI. No.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 DesignMix Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 16/ SI. No.2.4.2) Cum 6639.15 6639.15 3.84 False None None False None False 25494.336 0 2889146 94567 None Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (Comman SR, Volume-1, Pg No. 29/ SI. No.7) Cum 4647.41 4647.41 1.56 False None None False None False 7249.9596 0 2889147 94567 None Volume-1, Pg No. 29 SI. No.1a Formwark for Plinth beams of Buildings @ 50% (Comman SR, Volume-1, Pg No. 29/ SI. No.1a) Cum 2323.7 2323.7 2.28 False None None False None False 5298.036 0 2889148 94567 None Volume-1, Pg No. 7 SI. No.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. (Comman SR, Volume-1, Pg No. 7/ SI. No.1.9) Cum 279.3 279.3 39.27 False None None False None False 10968.111 0 2889149 94567 None Volume-1, Pg No. 16 SI. No.2.5.1 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 16/ SI. No.2.5.1) Cum 6961.5 6961.5 15.65 False None None False None False 108947.475 0 2889150 94567 None Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (Comman SR, Volume-1, Pg No. 29/ SI. No.7) Cum 4873.05 4873.05 3.11 False None None False None False 15155.1855 0 2889151 94567 None Volume-1, Pg No. 30 SI. No.12 Formwark for Beams & Lintels of Building @ 60% (Comman SR, Volume-1, Pg No. 30/ SI. No.12) Cum 4176.9 4176.9 3.6 False None None False None False 15036.84 0 2889152 94567 None Volume-1, Pg No. 30 SI. No.13 Formwark for Roof Slab of Building @ 50% (Comman SR, Volume-1, Pg No. 30/ SI. No.13) Cum 3480.75 3480.75 8.84 False None None False None False 30769.83 0 2889153 94567 None Volume-1, Pg No. 30 SI. No.17 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (Comman SR, Volume-1, Pg No. 30/ SI. No.17) Cum 3132.68 3132.68 0.1 False None None False None False 313.268 0 2889154 94567 None Volume-1, Pg No. 16 SI. No.2.4.1 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. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 16/ SI. No.2.4.1) Cum 6724.2 6724.2 5.99 False None None False None False 40277.958 0 2889155 94567 None Volume-1, Pg No. 18 SI. 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. Buildings (Comman SR, Volume-1, Pg No. 18/ SI. No.2.11a) Tonne 93929.85 93929.85 2.15 False None None False None False 201949.1775 0 2889156 94567 None Volume-2, Pg No. 14 SI. No.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.(Comman SR, Volume-2, Pg No. 14/ SI. No.6.8) Cum 8367.45 8367.45 20.55 False None None False None False 171951.0975 0 2889157 94567 None Volume-2, Pg No. 99 SI. No.12.12 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. (Comman SR, Volume-2, Pg No. 99/ SI. No.12.12) Cum 130412.1 130412.1 0.06 False None None False None False 7824.726 0 2889158 94567 None Volume-2, Pg No. 104 SI. 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. (Comman SR, Volume-2, Pg No. 104/ SI. No.12.51) Nos 1066.8 1066.8 1.0 False None None False None False 1066.8 0 2889159 94567 None Volume-2, Pg No. 100 SI. No.12.16 Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) (Comman SR, Volume-2, Pg No. 100/ SI. No.12.16) Sqm 7241.85 7241.85 2.52 False None None False None False 18249.462 0 2889160 94567 None Volume-2, Pg No. 86 SI. No.11.31 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (Comman SR, Volume-2, Pg No. 86/ SI. No.11.31) Kgs 120.75 120.75 116.64 False None None False None False 14084.28 0 2889161 94567 None Volume-2, Pg No. 108-109 SI. No.12.84 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 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking 1219mm x 1219mm. Volume-2, Pg No. 108-109/ SI. No.12.84 Sqm 5274.15 5274.15 4.32 False None None False None False 22784.328 0 2889162 94567 None Volume-2, Material Component Pg No. A-24 SI. No.3 Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm(Comman SR, Volume-2, Material Component Pg No. A-24/ SI. No.394) Sqm 294.0 294.0 6.48 False None None False None False 1905.12 0 2889163 94567 None Volume-2, Pg No. 85 SI. No.11.30.1 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.(Comman SR, Volume-2, Pg No. 85/ SI. No.11.30.1) Sqm 957.6 957.6 2.16 False None None False None False 2068.416 0 2889164 94567 None Volume-2, Pg No. 64 SI. No.9.34 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. (Comman SR, Volume-2, Pg No. 64/ SI. No.9.34) Sqm 1622.25 1622.25 61.85 False None None False None False 100336.1625 0 2889165 94567 None Volume-2, Pg No. 41 SI. 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. (Comman SR, Volume-2, Pg No. 41/ SI. No.8.1.2) Sqm 253.05 253.05 91.74 False None None False None False 23214.807 0 2889166 94567 None Volume-2, Pg No. 50 SI. 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. (Comman SR, Volume-2, Pg No. 50/ SI. No.8.51) Sqm 105.0 105.0 140.26 False None None False None False 14727.3 0 2889167 94567 None Volume-2, Pg No. 44 SI. No.8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (Comman SR, Volume-2, Pg No. 44/ SI. No.8.16a) Sqm 1299.9 1299.9 3.78 False None None False None False 4913.622 0 2889168 94567 None Volume-2, Pg No. 42 SI. No.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. (Comman SR, Volume-2, Pg No. 42/ SI. No.8.8) Sqm 389.55 389.55 170.34 False None None False None False 66355.947 0 2889169 94567 None Volume-2, Pg No. 47 SI. No.8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/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. (Comman SR, Volume-2, Pg No. 47/ SI. No.8.33.3) Sqm 145.95 145.95 6.48 False None None False None False 945.756 0 2889170 94567 None Volume-2, Pg No. 46 SI. No.8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Comman SR, Volume-2, Pg No. 46/ SI. No.8.33.2) Sqm 144.9 144.9 8.06 False None None False None False 1167.894 0 2889171 94567 None Volume-2, Pg No. 46 SI. No.8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/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. (Comman SR, Volume-2, Pg No. 46/ SI. No.8.30) Sqm 182.7 182.7 145.65 False None None False None False 26610.255 0 2889172 94567 None Volume-2, Pg No. 46 SI. 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 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) (Comman SR, Volume-2, Pg No. 46/ SI. No.8.33.1) Sqm 165.9 165.9 139.23 False None None False None False 23098.257 0 2889173 94567 None Volume-2, Pg No. 125 SI. No.13.47 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes 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 75 mm diameter (Comman SR, Volume-2, Pg No. 125/ SI. No.13.47) m 206.85 206.85 13.2 False None None False None False 2730.42 0 2889174 94567 None Volume-2, Pg No. 84 SI. No.11.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (Comman SR, Volume-2, Pg No. 84/ SI. No.11.26.1) Kgs 144.9 144.9 131.0 False None None False None False 18981.9 0 2889175 94567 None It. No. 8.84 Providing wall black boards in 12mm thick with CM 1:3 and applied with primer & two coats of acrylic emulsion black paint including finishing etc.,complete. It. No. 8.84 Sqm 498.75 498.75 8.0 False None None False None False 3990.0 0 2889176 94567 None item 1 KKRDB Name Board Each 6000.0 6000.0 1.0 False None None False None False 6000.0 0 1709379545000 0 None None Buildings Electrical work of HPS Balur 41310.1 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2889177 94568 None PWD Ele. SR 2023-24, Pg. No. 2, It No. 1.2.1 Concealed Conduit System : Supplying heavy gauge PVC conduit pipe . mm dia.mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 19/20 mm dia 2 mm thick PWD Ele. SR 2023-24, Pg. No. 2, It No. 1.2.1 Rmtr 61.0 61.0 50.0 False None None False None False 3050.0 0 2889178 94568 None PWD Ele. SR 2023-24, Pg. No. 2, It No. 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. PWD Ele. SR 2023-24, Pg. No. 2, It No. 1.3.1 19/20 mm dia 2 mm thick Rmt Rmtr 75.0 75.0 30.0 False None None False None False 2250.0 0 2889179 94568 None PWD Ele. SR 2023-24, Pg. No. 6, It No. 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. PWD Ele. SR 2023-24, Pg. No. 6, It No. 2.3.3 2.5 Sqmm Mtr 40.0 40.0 100.0 False None None False None False 4000.0 0 2889180 94568 None PWD Ele. SR 2023-24, Pg. No. 6, It No. 2.3.4 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. PWD Ele. SR 2023-24, Pg. No. 6, It No. 2.3.4 4 Sqmm Mtr 59.0 59.0 50.0 False None None False None False 2950.0 0 2889181 94568 None PWD Ele. SR 2023-24, Pg. No. 9, It No. 3.4.2 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 PWD Ele. SR 2023-24, Pg. No. 9, It No. 3.4.2 4-5 way No 138.0 138.0 1.0 False None None False None False 138.0 0 2889182 94568 None PWD Ele. SR 2023-24, Pg. No. 9, It No. 3.5.2 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. PWD Ele. SR 2023-24, Pg. No. 9, It No. 3.5.2 4 Module No 175.0 175.0 1.0 False None None False None False 175.0 0 2889183 94568 None PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.1 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.1 6A One Way Switch No 88.0 88.0 12.0 False None None False None False 1056.0 0 2889184 94568 None PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.3 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.3 6A Three Way socket No 162.0 162.0 2.0 False None None False None False 324.0 0 2889185 94568 None PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.3 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.3 Stepped Regulator No 313.0 313.0 2.0 False None None False None False 626.0 0 2889186 94568 None PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.11 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.11 6/16A Universal Socket No 249.0 249.0 1.0 False None None False None False 249.0 0 2889187 94568 None PWD Ele. SR 2023-24, Pg. No. 27, It No. 5.17.1 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. PWD Ele. SR 2023-24, Pg. No. 27, It No. 5.17.1 6-32 A SP No 523.0 523.0 1.0 False None None False None False 523.0 0 2889188 94568 None PWD Ele. SR 2023-24, Pg. No. 28, It No. 5.18.7 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clA, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure. PWD Ele. SR 2023-24, Pg. No. 28, It No. 5.18.7 6 Way SP & N No 1552.0 1552.0 1.0 False None None False None False 1552.0 0 2889189 94568 None PWD Ele. SR 2023-24, Pg. No. 30, It No. 5.41.2 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. PWD Ele. SR 2023-24, Pg. No. 30, It No. 5.41.2 50 x 50 x 6 mm No 356.0 356.0 3.0 False None None False None False 1068.0 0 2889190 94568 None PWD Ele. SR 2023-24, Pg. No. 30, It No. 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. PWD Ele. SR 2023-24, Pg. No. 30, It No. 5.42.2 cm 0.38 0.38 8500.0 False None None False None False 3230.0 0 2889191 94568 None PWD Ele. SR 2023-24, Pg. No. 40, It No. 6.1 Earthing : Supplying fixing wiring earth electrod for grounding conduits IC cutouts and other equipments on the meter board using 40mm dia 2.90 thick GI pipe 2.5mtrs long burried in pit. Around the pipe to the complete depth the pipe shall have 16 nos of through holes of 12 mm dia PWD Ele. SR 2023-24, Pg. No. 40, It No. 6.1 Earthing No 2999.7 2999.7 1.0 False None None False None False 2999.7 0 2889192 94568 None PWD Ele. SR 2023-24, Pg. No. 41, It No. 6.62 Digging of trench of 0.6m deep X0.5mtr wide refilling the trench to the required ground level and consolidating etc., complete PWD Ele. SR 2023-24, Pg. No. 41, It No. 6.62 In HARD Soil Mtr 102.0 102.0 5.0 False None None False None False 510.0 0 2889193 94568 None PWD Ele. SR 2023-24, Pg. No. 40, It No. 6.4.4 Supplying of 1.1 Kv LT UG cable XLPE or heat resistance PVC Insulated PVC Extruded inner sheath armoured UG LT csble as per IS-1554( part-1) PWD Ele. SR 2023-24, Pg. No. 40, It No. 6.4.4 4 core 16Sqmm Mtr 150.0 150.0 10.0 False None None False None False 1500.0 0 2889194 94568 None PWD Ele. SR 2023-24, Pg. No. 41, It No. 6.5.1 Labour Charges for laying 1.1 Kv class UG cable when supplied agency in existing trench GI pipe / Stoneware pipe/on wall/ on pole as required PWD Ele. SR 2023-24, Pg. No. 41, It No. 6.5.1 Existing Trench / duct Mtr 11.88 11.88 5.0 False None None False None False 59.4 0 2889195 94568 None PWD Ele. SR 2023-24, Pg. No. 46, It No. 7.3.1 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 PWD Ele. SR 2023-24, Pg. No. 46, It No. 7.3.1 No 2949.0 2949.0 2.0 False None None False None False 5898.0 0 2889196 94568 None PWD Ele. SR 2023-24, Pg. No. 80, It No. 14.9 Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clA and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. PWD Ele. SR 2023-24, Pg. No. 80, It No. 14.9 No 281.0 281.0 2.0 False None None False None False 562.0 0 2889197 94568 None PWD Ele. SR 2023-24, Pg. No. 64, It No. 12.3.2 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 PWD Ele. SR 2023-24, Pg. No. 64, It No. 12.3.2 No 740.0 740.0 10.0 False None None False None False 7400.0 0 2889198 94568 None PWD Ele. SR 2023-24, Pg. No. 64, It No. 12.3.2 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 clA.On wall/ ceiling / Rafter / Girders PWD Ele. SR 2023-24, Pg. No. 64, It No. 12.3.2 On wall/ ceiling / Rafter / Girders No 119.0 119.0 10.0 False None None False None False 1190.0 0 1709379545000 1 None None Buildings Toilet block at Balur 873901.31 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2889199 94569 None Volume-1, Pg No. 8 SI. 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 (Comman SR, Volume-1, Pg No. 8/ SI. No.1.12) Cum 99.75 99.75 3.96 False None None False None False 395.01 0 2889200 94569 None Volume-1, Pg No. 8 SI. No.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 (Comman SR, Volume-1, Pg No. 8/ SI. No.1.14.1) Cum 107.1 107.1 25.58 False None None False None False 2739.618 0 2889201 94569 None Volume-1, Pg No. 15 SI. 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 (Comman SR, Volume-1, Pg No. 15/ SI. No.2.1.3) Cum 6288.45 6288.45 2.69 False None None False None False 16915.9305 0 2889202 94569 None Volume-2, Pg No. 9 SI. No.5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Comman SR, Volume-2, Pg No. 9/ SI. No.5.3) Cum 6515.25 6515.25 6.38 False None None False None False 41567.295 0 2889203 94569 None Volume-1, Pg No. 15 SI. No.2.2.1 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 15/ SI. No.2.2.1) Cum 6601.35 6601.35 3.3 False None None False None False 21784.455 0 2889204 94569 None Volume-1, Pg No. 29 SI. No.1a Formwark for Footings Isolated @ 8% (Comman SR, Volume-1, Pg No. 29/ SI. No.1a) For Footings Qty. same as item No.5 Cum 528.11 528.11 3.3 False None None False None False 1742.763 0 2889205 94569 None Volume-1, Pg No. 16 SI. No.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 DesignMix Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 16/ SI. No.2.4.2) Cum 6639.15 6639.15 1.91 False None None False None False 12680.7765 0 2889206 94569 None Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (Comman SR, Volume-1, Pg No. 29/ SI. No.7) RCC Columns upto plinth level Plinth Beams Qty. as per I.No. 7 Cum 4647.41 4647.41 0.77 False None None False None False 3578.5057 0 2889207 94569 None Volume-1, Pg No. 29 SI. No.1a Formwark for Plinth beams of Buildings @ 50% (Comman SR, Volume-1, Pg No. 29/ SI. No.1a) For Plinth beam Plinth Beams Qty. as per I.No. 7 Cum 2323.7 2323.7 1.14 False None None False None False 2649.018 0 2889208 94569 None Volume-1, Pg No. 7 SI. No.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. (Comman SR, Volume-1, Pg No. 7/ SI. No.1.9) Cum 279.3 279.3 15.14 False None None False None False 4228.602 0 2889209 94569 None Volume-1, Pg No. 16 SI. No.2.5.1 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 16/ SI. No.2.5.1) Cum 6961.5 6961.5 8.0 False None None False None False 55692.0 0 2889210 94569 None Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (Comman SR, Volume-1, Pg No. 29/ SI. No.7) RCC Columns above plinth upto Slab top level Qty. same as item No.11 Cum 4873.05 4873.05 1.3 False None None False None False 6334.965 0 2889211 94569 None Volume-1, Pg No. 30 SI. No.12 Formwark for Beams & Lintels of Building @ 60% (Comman SR, Volume-1, Pg No. 30/ SI. No.12) RCC Lintel & Slab beams Qty. same as item No.11 Cum 4176.9 4176.9 2.29 False None None False None False 9565.101 0 2889212 94569 None Volume-1, Pg No. 30 SI. No.13 Formwark for Roof Slab of Building @ 50% (Comman SR, Volume-1, Pg No. 30/ SI. No.13) For Slab Qty. same as item No.11 Cum 3480.75 3480.75 4.37 False None None False None False 15210.8775 0 2889213 94569 None Volume-1, Pg No. 30 SI. No.17 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (Comman SR, Volume-1, Pg No. 30/ SI. No.17) For Chajjas Qty. same as item No.11 Cum 3132.68 3132.68 0.05 False None None False None False 156.634 0 2889214 94569 None Volume-1, Pg No. 16 SI. No.2.4.1 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. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 16/ SI. No.2.4.1) Cum 6724.2 6724.2 1.85 False None None False None False 12439.77 0 2889215 94569 None Volume-1, Pg No. 18 SI. 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. Buildings (Comman SR, Volume-1, Pg No. 18/ SI. No.2.11a) Tonne 93929.85 93929.85 1.52 False None None False None False 142773.372 0 2889216 94569 None Volume-2, Pg No. 14 SI. No.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.(Comman SR, Volume-2, Pg No. 14/ SI. No.6.8) Cum 8367.45 8367.45 17.46 False None None False None False 146095.677 0 2889217 94569 None Volume-2, Pg No. 99 SI. No.12.12 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. (Comman SR, Volume-2, Pg No. 99/ SI. No.12.12) Cum 130412.1 130412.1 0.05 False None None False None False 6520.605 0 2889218 94569 None Volume-2, Pg No. 104 SI. 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. (Comman SR, Volume-2, Pg No. 104/ SI. No.12.51) No 1066.8 1066.8 1.0 False None None False None False 1066.8 0 2889219 94569 None Volume-2, Pg No. 100 SI. No.12.16 Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) (Comman SR, Volume-2, Pg No. 100/ SI. No.12.16) Sqm 7241.85 7241.85 2.52 False None None False None False 18249.462 0 2889220 94569 None Volume-2, Pg No. 86 SI. No.11.31 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (Comman SR, Volume-2, Pg No. 86/ SI. No.11.31) Kgs 120.75 120.75 29.16 False None None False None False 3521.07 0 2889221 94569 None Volume-2, Material Component Pg No. A-24 SI. No.3 Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm(Comman SR, Volume-2, Material Component Pg No. A-24/ SI. No.394) Sqm 294.0 294.0 1.62 False None None False None False 476.28 0 2889222 94569 None Volume-2, Pg No. 85 SI. No.11.30.1 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.(Comman SR, Volume-2, Pg No. 85/ SI. No.11.30.1) Sqm 957.6 957.6 1.62 False None None False None False 1551.312 0 2889223 94569 None Volume-2, Pg No. 77 SI. No.11.5.1 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.(Comman SR, Volume-2, Pg No. 77/ SI. No.11.5.1) Sqm 4701.9 4701.9 6.3 False None None False None False 29621.97 0 2889224 94569 None Volume-2, Pg No. 41 SI. 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. (Comman SR, Volume-2, Pg No. 41/ SI. No.8.1.2) Sqm 253.05 253.05 108.19 False None None False None False 27377.4795 0 2889225 94569 None Volume-2, Pg No. 44 SI. No.8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (Comman SR, Volume-2, Pg No. 44/ SI. No.8.16a) Sqm 1299.9 1299.9 1.62 False None None False None False 2105.838 0 2889226 94569 None Volume-2, Pg No. 42 SI. No.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. (Comman SR, Volume-2, Pg No. 42/ SI. No.8.8) Sqm 389.55 389.55 76.48 False None None False None False 29792.784 0 2889227 94569 None Volume-2, Pg No. 60 SI. No.9.9 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 colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick 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 pigment etc., complete (Comman SR, Volume-2, Pg No. 60/ SI. No.9.9) Sqm 1129.8 1129.8 19.25 False None None False None False 21748.65 0 2889228 94569 None Volume-2, Pg No. 65 SI. No.9.39 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications(Comman SR, Volume-2, Pg No. 65/ SI. No.9.39) Sqm 1521.45 1521.45 33.48 False None None False None False 50938.146 0 2889229 94569 None Volume-2, Pg No. 47 SI. No.8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/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. (Comman SR, Volume-2, Pg No. 47/ SI. No.8.33.3) Sqm 145.95 145.95 1.62 False None None False None False 236.439 0 2889230 94569 None Volume-2, Pg No. 46 SI. No.8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Comman SR, Volume-2, Pg No. 46/ SI. No.8.33.2) Sqm 144.9 144.9 8.06 False None None False None False 1167.894 0 2889231 94569 None Volume-2, Pg No. 46 SI. No.8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/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. (Comman SR, Volume-2, Pg No. 46/ SI. No.8.30) Sqm 182.7 182.7 76.48 False None None False None False 13972.896 0 2889232 94569 None Volume-2, Pg No. 46 SI. 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 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) (Comman SR, Volume-2, Pg No. 46/ SI. No.8.33.1) Sqm 165.9 165.9 106.63 False None None False None False 17689.917 0 2889233 94569 None Volume-2, Pg No. 125 SI. No.13.47 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes 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 75 mm diameter (Comman SR, Volume-2, Pg No. 125/ SI. No.13.47) m 206.85 206.85 20.0 False None None False None False 4137.0 0 2889234 94569 None Volume-2, Pg No. 69 SI. No.10.1.2 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 loca tions 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. Area of slab over 0.50 m2 (Comman SR, Volume-2, Pg No. 69/ SI. No.10.1.2) Sqm 4133.85 4133.85 3.6 False None None False None False 14881.86 0 2889235 94569 None Volume-2, Pg No. 131 SI. No.14.4.1 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern (Comman SR, Volume-2, Pg No. 131/ SI. No.14.4.1) Each 4676.7 4676.7 5.0 False None None False None False 23383.5 0 2889236 94569 None Volume-2, Pg No. 131 SI. No.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 (Comman SR, Volume-2, Pg No. 131/ SI. No.14.1.1) Each 5128.2 5128.2 4.0 False None None False None False 20512.8 0 2889237 94569 None Volume-2, Pg No. 123 SI. No.13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (Comman SR, Volume-2, Pg No. 123/ SI. No.13.34) Ltr 9.45 9.45 1000.0 False None None False None False 9450.0 0 2889238 94569 None Volume-2, Pg No. 117 SI. No.13.4.2 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore (Comman SR, Volume-2, Pg No. 117/ SI. No.13.4.2) Each 627.9 627.9 1.0 False None None False None False 627.9 0 2889239 94569 None Volume-2, Pg No. 122 SI. No.13.33.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 32 mm nominal dia Pipes (Comman SR, Volume-2, Pg No. 122/ SI. No.13.33.4) m 390.6 390.6 15.0 False None None False None False 5859.0 0 2889240 94569 None Volume-2, Pg No. 122 SI. No.13.33.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 25 mm nominal dia Pipes (Comman SR, Volume-2, Pg No. 122/ SI. No.13.33.3) m 310.8 310.8 10.0 False None None False None False 3108.0 0 2889241 94569 None Volume-2, Pg No. 122 SI. No.13.33.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 20 mm nominal dia Pipes (Comman SR, Volume-2, Pg No. 122/ SI. No.13.33.2) m 227.85 227.85 10.0 False None None False None False 2278.5 0 2889242 94569 None Volume-2, Pg No. 139 SI. No.14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class Economy (Comman SR, Volume-2, Pg No. 139/ SI. No.14.55a) No 1172.85 1172.85 4.0 False None None False None False 4691.4 0 2889243 94569 None Volume-2, Pg No. 133 SI. No.14.7A Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer (Comman SR, Volume-2, Pg No. 133/ SI. No.14.7A) No 4327.05 4327.05 1.0 False None None False None False 4327.05 0 2889244 94569 None Volume-1, Pg No. 6 SI. No.1.5.1 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth (Comman SR, Volume-1, Pg No. 6/ SI. No.1.5.1) Cum 313.95 313.95 16.2 False None None False None False 5085.99 0 2889245 94569 None Volume-2, Pg No. 125 SI. No.13.50.9 Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 100 mm nominal dia Pipes (Comman SR, Volume-2, Pg No. 125/ SI. No.13.50.9) m 976.5 976.5 10.0 False None None False None False 9765.0 0 2889246 94569 None Volume-2, Pg No. 122-123 SI. No.13.33.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 50 mm nominal dia Pipes (Comman SR, Volume-2, Pg No. 122-123/ SI. No.13.33.6) m 757.05 757.05 30.0 False None None False None False 22711.5 0 2889247 94569 None Volume-2, Pg No. 126 SI. No.13.53 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay (non modular) bricks of class designation 3. (Comman SR, Volume-2, Pg No. 126/ SI. No.13.53) Each 5924.1 5924.1 3.0 False None None False None False 17772.3 0 2889248 94569 None Volume-1, Pg No. 6 SI. No.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 (Comman SR, Volume-1, Pg No. 6/ SI. No.1.10) Cum 168.0 168.0 16.2 False None None False None False 2721.6 0 1709379545000 1 None None Buildings LPS Jainapur 1150018.63 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2889249 94570 None Comman SR, Volume-1, Pg No. 8 SI. 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 (Comman SR, Volume-1, Pg No. 8/ SI. No.1.12) Cum 99.75 99.75 9.14 False None None False None False 911.715 0 2889250 94570 None Comman SR, Volume-1, Pg No. 8 SI. No.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 (Comman SR, Volume-1, Pg No. 8 SI. No.1.14.1) Cum 107.1 107.1 41.65 False None None False None False 4460.715 0 2889251 94570 None Volume-1, Pg No. 15 SI. 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 (Comman SR, Volume-1, Pg No. 15/ SI. No.2.1.3) Cum 6288.45 6288.45 5.11 False None None False None False 32133.9795 0 2889252 94570 None Volume-2, Pg No. 9 SI. No.5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Comman SR, Volume-2, Pg No. 9/ SI. No.5.3) Cum 6515.25 6515.25 12.67 False None None False None False 82548.2175 0 2889253 94570 None Volume-1, Pg No. 15 SI. No.2.2.1 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 15/ SI. No.2.2.1) Cum 6601.35 6601.35 7.38 False None None False None False 48717.963 0 2889254 94570 None Volume-1, Pg No. 29 SI. No.1a Formwark for Footings Isolated @ 8% (Comman SR, Volume-1, Pg No. 29/ SI. No.1a) Cum 528.11 528.11 7.38 False None None False None False 3897.4518 0 2889255 94570 None Volume-1, Pg No. 16 SI. No.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 DesignMix Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 16/ SI. No.2.4.2) Cum 6639.15 6639.15 3.84 False None None False None False 25494.336 0 2889256 94570 None Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (Comman SR, Volume-1, Pg No. 29/ SI. No.7) Cum 4647.41 4647.41 1.56 False None None False None False 7249.9596 0 2889257 94570 None Volume-1, Pg No. 29 SI. No.1a Formwark for Plinth beams of Buildings @ 50% (Comman SR, Volume-1, Pg No. 29/ SI. No.1a) Cum 2323.7 2323.7 2.28 False None None False None False 5298.036 0 2889258 94570 None Volume-1, Pg No. 7 SI. No.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. (Comman SR, Volume-1, Pg No. 7/ SI. No.1.9) Cum 279.3 279.3 39.27 False None None False None False 10968.111 0 2889259 94570 None Volume-1, Pg No. 16 SI. No.2.5.1 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 16/ SI. No.2.5.1) Cum 6961.5 6961.5 15.65 False None None False None False 108947.475 0 2889260 94570 None Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (Comman SR, Volume-1, Pg No. 29/ SI. No.7) Cum 4873.05 4873.05 3.11 False None None False None False 15155.1855 0 2889261 94570 None Volume-1, Pg No. 30 SI. No.12 Formwark for Beams & Lintels of Building @ 60% (Comman SR, Volume-1, Pg No. 30/ SI. No.12) Cum 4176.9 4176.9 3.6 False None None False None False 15036.84 0 2889262 94570 None Volume-1, Pg No. 30 SI. No.13 Formwark for Roof Slab of Building @ 50% (Comman SR, Volume-1, Pg No. 30/ SI. No.13) Cum 3480.75 3480.75 8.84 False None None False None False 30769.83 0 2889263 94570 None Volume-1, Pg No. 30 SI. No.17 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (Comman SR, Volume-1, Pg No. 30/ SI. No.17) Cum 3132.68 3132.68 0.1 False None None False None False 313.268 0 2889264 94570 None Volume-1, Pg No. 16 SI. No.2.4.1 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. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 16/ SI. No.2.4.1) Cum 6724.2 6724.2 5.99 False None None False None False 40277.958 0 2889265 94570 None Volume-1, Pg No. 18 SI. 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. Buildings (Comman SR, Volume-1, Pg No. 18/ SI. No.2.11a) Tonne 93929.85 93929.85 2.15 False None None False None False 201949.1775 0 2889266 94570 None Volume-2, Pg No. 14 SI. No.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.(Comman SR, Volume-2, Pg No. 14/ SI. No.6.8) Cum 8367.45 8367.45 18.44 False None None False None False 154295.778 0 2889267 94570 None Volume-2, Pg No. 99 SI. No.12.12 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. (Comman SR, Volume-2, Pg No. 99/ SI. No.12.12) Cum 130412.1 130412.1 0.06 False None None False None False 7824.726 0 2889268 94570 None Volume-2, Pg No. 104 SI. 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. (Comman SR, Volume-2, Pg No. 104/ SI. No.12.51) Nos 1066.8 1066.8 1.0 False None None False None False 1066.8 0 2889269 94570 None Volume-2, Pg No. 100 SI. No.12.16 Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) (Comman SR, Volume-2, Pg No. 100/ SI. No.12.16) Sqm 7241.85 7241.85 2.52 False None None False None False 18249.462 0 2889270 94570 None Volume-2, Pg No. 86 SI. No.11.31 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (Comman SR, Volume-2, Pg No. 86/ SI. No.11.31) Kgs 120.75 120.75 116.64 False None None False None False 14084.28 0 2889271 94570 None Volume-2, Pg No. 108-109 SI. No.12.84 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 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking 1219mm x 1219mm. Volume-2, Pg No. 108-109/ SI. No.12.84 Sqm 5274.15 5274.15 4.32 False None None False None False 22784.328 0 2889272 94570 None Volume-2, Material Component Pg No. A-24 SI. No.3 Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm(Comman SR, Volume-2, Material Component Pg No. A-24/ SI. No.394) Sqm 294.0 294.0 6.48 False None None False None False 1905.12 0 2889273 94570 None Volume-2, Pg No. 85 SI. No.11.30.1 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.(Comman SR, Volume-2, Pg No. 85/ SI. No.11.30.1) Sqm 957.6 957.6 2.16 False None None False None False 2068.416 0 2889274 94570 None Volume-2, Pg No. 64 SI. No.9.34 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. (Comman SR, Volume-2, Pg No. 64/ SI. No.9.34) Sqm 1622.25 1622.25 61.85 False None None False None False 100336.1625 0 2889275 94570 None Volume-2, Pg No. 41 SI. 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. (Comman SR, Volume-2, Pg No. 41/ SI. No.8.1.2) Sqm 253.05 253.05 91.74 False None None False None False 23214.807 0 2889276 94570 None Volume-2, Pg No. 50 SI. 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. (Comman SR, Volume-2, Pg No. 50/ SI. No.8.51) Sqm 105.0 105.0 140.26 False None None False None False 14727.3 0 2889277 94570 None Volume-2, Pg No. 44 SI. No.8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (Comman SR, Volume-2, Pg No. 44/ SI. No.8.16a) Sqm 1299.9 1299.9 3.78 False None None False None False 4913.622 0 2889278 94570 None Volume-2, Pg No. 42 SI. No.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. (Comman SR, Volume-2, Pg No. 42/ SI. No.8.8) Sqm 389.55 389.55 170.34 False None None False None False 66355.947 0 2889279 94570 None Volume-2, Pg No. 47 SI. No.8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/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. (Comman SR, Volume-2, Pg No. 47/ SI. No.8.33.3) Sqm 145.95 145.95 6.48 False None None False None False 945.756 0 2889280 94570 None Volume-2, Pg No. 46 SI. No.8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Comman SR, Volume-2, Pg No. 46/ SI. No.8.33.2) Sqm 144.9 144.9 8.06 False None None False None False 1167.894 0 2889281 94570 None Volume-2, Pg No. 46 SI. No.8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/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. (Comman SR, Volume-2, Pg No. 46/ SI. No.8.30) Sqm 182.7 182.7 145.65 False None None False None False 26610.255 0 2889282 94570 None Volume-2, Pg No. 46 SI. 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 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) (Comman SR, Volume-2, Pg No. 46/ SI. No.8.33.1) Sqm 165.9 165.9 139.23 False None None False None False 23098.257 0 2889283 94570 None Volume-2, Pg No. 125 SI. No.13.47 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes 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 75 mm diameter (Comman SR, Volume-2, Pg No. 125/ SI. No.13.47) m 206.85 206.85 20.0 False None None False None False 4137.0 0 2889284 94570 None Volume-2, Pg No. 84 SI. No.11.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (Comman SR, Volume-2, Pg No. 84/ SI. No.11.26.1) Kgs 144.9 144.9 125.0 False None None False None False 18112.5 0 2889285 94570 None It. No. 8.84 Providing wall black boards in 12mm thick with CM 1:3 and applied with primer & two coats of acrylic emulsion black paint including finishing etc.,complete. It. No. 8.84 Sqm 498.75 498.75 8.0 False None None False None False 3990.0 0 2889286 94570 None item 1 KKRDB Name Board Each 6000.0 6000.0 1.0 False None None False None False 6000.0 0 1709379545000 0 None None Buildings Electrical Jainapur 41310.1 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2889287 94571 None PWD Ele. SR 2023-24, Pg. No. 2, It No. 1.2.1 Concealed Conduit System : Supplying heavy gauge PVC conduit pipe . mm dia.mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 19/20 mm dia 2 mm thick PWD Ele. SR 2023-24, Pg. No. 2, It No. 1.2.1 Rmtr 61.0 61.0 50.0 False None None False None False 3050.0 0 2889288 94571 None PWD Ele. SR 2023-24, Pg. No. 2, It No. 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. PWD Ele. SR 2023-24, Pg. No. 2, It No. 1.3.1 19/20 mm dia 2 mm thick Rmt Rmtr 75.0 75.0 30.0 False None None False None False 2250.0 0 2889289 94571 None PWD Ele. SR 2023-24, Pg. No. 6, It No. 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. PWD Ele. SR 2023-24, Pg. No. 6, It No. 2.3.3 2.5 Sqmm Mtr 40.0 40.0 100.0 False None None False None False 4000.0 0 2889290 94571 None PWD Ele. SR 2023-24, Pg. No. 6, It No. 2.3.4 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. PWD Ele. SR 2023-24, Pg. No. 6, It No. 2.3.4 4 Sqmm Mtr 59.0 59.0 50.0 False None None False None False 2950.0 0 2889291 94571 None PWD Ele. SR 2023-24, Pg. No. 9, It No. 3.4.2 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 PWD Ele. SR 2023-24, Pg. No. 9, It No. 3.4.2 4-5 way No 138.0 138.0 1.0 False None None False None False 138.0 0 2889292 94571 None PWD Ele. SR 2023-24, Pg. No. 9, It No. 3.5.2 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. PWD Ele. SR 2023-24, Pg. No. 9, It No. 3.5.2 4 Module No 175.0 175.0 1.0 False None None False None False 175.0 0 2889293 94571 None PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.1 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.1 6A One Way Switch No 88.0 88.0 12.0 False None None False None False 1056.0 0 2889294 94571 None PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.3 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.3 6A Three Way socket No 162.0 162.0 2.0 False None None False None False 324.0 0 2889295 94571 None PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.3 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.3 Stepped Regulator No 313.0 313.0 2.0 False None None False None False 626.0 0 2889296 94571 None PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.11 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.11 6/16A Universal Socket No 249.0 249.0 1.0 False None None False None False 249.0 0 2889297 94571 None PWD Ele. SR 2023-24, Pg. No. 27, It No. 5.17.1 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. PWD Ele. SR 2023-24, Pg. No. 27, It No. 5.17.1 6-32 A SP No 523.0 523.0 1.0 False None None False None False 523.0 0 2889298 94571 None PWD Ele. SR 2023-24, Pg. No. 28, It No. 5.18.7 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clA, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure. PWD Ele. SR 2023-24, Pg. No. 28, It No. 5.18.7 6 Way SP & N No 1552.0 1552.0 1.0 False None None False None False 1552.0 0 2889299 94571 None PWD Ele. SR 2023-24, Pg. No. 30, It No. 5.41.2 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. PWD Ele. SR 2023-24, Pg. No. 30, It No. 5.41.2 50 x 50 x 6 mm No 356.0 356.0 3.0 False None None False None False 1068.0 0 2889300 94571 None PWD Ele. SR 2023-24, Pg. No. 30, It No. 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. PWD Ele. SR 2023-24, Pg. No. 30, It No. 5.42.2 cm 0.38 0.38 8500.0 False None None False None False 3230.0 0 2889301 94571 None PWD Ele. SR 2023-24, Pg. No. 40, It No. 6.1 Earthing : Supplying fixing wiring earth electrod for grounding conduits IC cutouts and other equipments on the meter board using 40mm dia 2.90 thick GI pipe 2.5mtrs long burried in pit. Around the pipe to the complete depth the pipe shall have 16 nos of through holes of 12 mm dia PWD Ele. SR 2023-24, Pg. No. 40, It No. 6.1 Earthing No 2999.7 2999.7 1.0 False None None False None False 2999.7 0 2889302 94571 None PWD Ele. SR 2023-24, Pg. No. 41, It No. 6.62 Digging of trench of 0.6m deep X0.5mtr wide refilling the trench to the required ground level and consolidating etc., complete PWD Ele. SR 2023-24, Pg. No. 41, It No. 6.62 In HARD Soil Mtr 102.0 102.0 5.0 False None None False None False 510.0 0 2889303 94571 None PWD Ele. SR 2023-24, Pg. No. 40, It No. 6.4.4 Supplying of 1.1 Kv LT UG cable XLPE or heat resistance PVC Insulated PVC Extruded inner sheath armoured UG LT csble as per IS-1554( part-1) PWD Ele. SR 2023-24, Pg. No. 40, It No. 6.4.4 4 core 16Sqmm Mtr 150.0 150.0 10.0 False None None False None False 1500.0 0 2889304 94571 None PWD Ele. SR 2023-24, Pg. No. 41, It No. 6.5.1 Labour Charges for laying 1.1 Kv class UG cable when supplied agency in existing trench GI pipe / Stoneware pipe/on wall/ on pole as required PWD Ele. SR 2023-24, Pg. No. 41, It No. 6.5.1 Existing Trench / duct Mtr 11.88 11.88 5.0 False None None False None False 59.4 0 2889305 94571 None PWD Ele. SR 2023-24, Pg. No. 46, It No. 7.3.1 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 PWD Ele. SR 2023-24, Pg. No. 46, It No. 7.3.1 No 2949.0 2949.0 2.0 False None None False None False 5898.0 0 2889306 94571 None PWD Ele. SR 2023-24, Pg. No. 80, It No. 14.9 Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clA and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. PWD Ele. SR 2023-24, Pg. No. 80, It No. 14.9 No 281.0 281.0 2.0 False None None False None False 562.0 0 2889307 94571 None PWD Ele. SR 2023-24, Pg. No. 64, It No. 12.3.2 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 PWD Ele. SR 2023-24, Pg. No. 64, It No. 12.3.2 No 740.0 740.0 10.0 False None None False None False 7400.0 0 2889308 94571 None PWD Ele. SR 2023-24, Pg. No. 64, It No. 12.3.2 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 clA.On wall/ ceiling / Rafter / Girders PWD Ele. SR 2023-24, Pg. No. 64, It No. 12.3.2 On wall/ ceiling / Rafter / Girders No 119.0 119.0 10.0 False None None False None False 1190.0 0 1709379545000 1 None None Buildings MPS Khatakchincholi 1148363.83 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2889309 94572 None Comman SR, Volume-1, Pg No. 8 SI. 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 (Comman SR, Volume-1, Pg No. 8/ SI. No.1.12) Cum 99.75 99.75 9.14 False None None False None False 911.715 0 2889310 94572 None Comman SR, Volume-1, Pg No. 8 SI. No.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 (Comman SR, Volume-1, Pg No. 8 SI. No.1.14.1) Cum 107.1 107.1 41.65 False None None False None False 4460.715 0 2889311 94572 None Volume-1, Pg No. 15 SI. 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 (Comman SR, Volume-1, Pg No. 15/ SI. No.2.1.3) Cum 6288.45 6288.45 5.11 False None None False None False 32133.9795 0 2889312 94572 None Volume-2, Pg No. 9 SI. No.5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Comman SR, Volume-2, Pg No. 9/ SI. No.5.3) Cum 6515.25 6515.25 12.67 False None None False None False 82548.2175 0 2889313 94572 None Volume-1, Pg No. 15 SI. No.2.2.1 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 15/ SI. No.2.2.1) Cum 6601.35 6601.35 7.38 False None None False None False 48717.963 0 2889314 94572 None Volume-1, Pg No. 29 SI. No.1a Formwark for Footings Isolated @ 8% (Comman SR, Volume-1, Pg No. 29/ SI. No.1a) Cum 528.11 528.11 7.38 False None None False None False 3897.4518 0 2889315 94572 None Volume-1, Pg No. 16 SI. No.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 DesignMix Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 16/ SI. No.2.4.2) Cum 6639.15 6639.15 3.84 False None None False None False 25494.336 0 2889316 94572 None Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (Comman SR, Volume-1, Pg No. 29/ SI. No.7) Cum 4647.41 4647.41 1.56 False None None False None False 7249.9596 0 2889317 94572 None Volume-1, Pg No. 29 SI. No.1a Formwark for Plinth beams of Buildings @ 50% (Comman SR, Volume-1, Pg No. 29/ SI. No.1a) Cum 2323.7 2323.7 2.28 False None None False None False 5298.036 0 2889318 94572 None Volume-1, Pg No. 7 SI. No.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. (Comman SR, Volume-1, Pg No. 7/ SI. No.1.9) Cum 279.3 279.3 39.27 False None None False None False 10968.111 0 2889319 94572 None Volume-1, Pg No. 16 SI. No.2.5.1 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 16/ SI. No.2.5.1) Cum 6961.5 6961.5 15.65 False None None False None False 108947.475 0 2889320 94572 None Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (Comman SR, Volume-1, Pg No. 29/ SI. No.7) Cum 4873.05 4873.05 3.11 False None None False None False 15155.1855 0 2889321 94572 None Volume-1, Pg No. 30 SI. No.12 Formwark for Beams & Lintels of Building @ 60% (Comman SR, Volume-1, Pg No. 30/ SI. No.12) Cum 4176.9 4176.9 3.6 False None None False None False 15036.84 0 2889322 94572 None Volume-1, Pg No. 30 SI. No.13 Formwark for Roof Slab of Building @ 50% (Comman SR, Volume-1, Pg No. 30/ SI. No.13) Cum 3480.75 3480.75 8.84 False None None False None False 30769.83 0 2889323 94572 None Volume-1, Pg No. 30 SI. No.17 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (Comman SR, Volume-1, Pg No. 30/ SI. No.17) Cum 3132.68 3132.68 0.1 False None None False None False 313.268 0 2889324 94572 None Volume-1, Pg No. 16 SI. No.2.4.1 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. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 16/ SI. No.2.4.1) Cum 6724.2 6724.2 5.99 False None None False None False 40277.958 0 2889325 94572 None Volume-1, Pg No. 18 SI. 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. Buildings (Comman SR, Volume-1, Pg No. 18/ SI. No.2.11a) Tonne 93929.85 93929.85 2.15 False None None False None False 201949.1775 0 2889326 94572 None Volume-2, Pg No. 14 SI. No.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.(Comman SR, Volume-2, Pg No. 14/ SI. No.6.8) Cum 8367.45 8367.45 18.44 False None None False None False 154295.778 0 2889327 94572 None Volume-2, Pg No. 99 SI. No.12.12 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. (Comman SR, Volume-2, Pg No. 99/ SI. No.12.12) Cum 130412.1 130412.1 0.06 False None None False None False 7824.726 0 2889328 94572 None Volume-2, Pg No. 104 SI. 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. (Comman SR, Volume-2, Pg No. 104/ SI. No.12.51) Nos 1066.8 1066.8 1.0 False None None False None False 1066.8 0 2889329 94572 None Volume-2, Pg No. 100 SI. No.12.16 Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) (Comman SR, Volume-2, Pg No. 100/ SI. No.12.16) Sqm 7241.85 7241.85 2.52 False None None False None False 18249.462 0 2889330 94572 None Volume-2, Pg No. 86 SI. No.11.31 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (Comman SR, Volume-2, Pg No. 86/ SI. No.11.31) Kgs 120.75 120.75 116.64 False None None False None False 14084.28 0 2889331 94572 None Volume-2, Pg No. 108-109 SI. No.12.84 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 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking 1219mm x 1219mm. Volume-2, Pg No. 108-109/ SI. No.12.84 Sqm 5274.15 5274.15 4.32 False None None False None False 22784.328 0 2889332 94572 None Volume-2, Material Component Pg No. A-24 SI. No.3 Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm(Comman SR, Volume-2, Material Component Pg No. A-24/ SI. No.394) Sqm 294.0 294.0 6.48 False None None False None False 1905.12 0 2889333 94572 None Volume-2, Pg No. 85 SI. No.11.30.1 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.(Comman SR, Volume-2, Pg No. 85/ SI. No.11.30.1) Sqm 957.6 957.6 2.16 False None None False None False 2068.416 0 2889334 94572 None Volume-2, Pg No. 64 SI. No.9.34 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. (Comman SR, Volume-2, Pg No. 64/ SI. No.9.34) Sqm 1622.25 1622.25 61.85 False None None False None False 100336.1625 0 2889335 94572 None Volume-2, Pg No. 41 SI. 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. (Comman SR, Volume-2, Pg No. 41/ SI. No.8.1.2) Sqm 253.05 253.05 91.74 False None None False None False 23214.807 0 2889336 94572 None Volume-2, Pg No. 50 SI. 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. (Comman SR, Volume-2, Pg No. 50/ SI. No.8.51) Sqm 105.0 105.0 140.26 False None None False None False 14727.3 0 2889337 94572 None Volume-2, Pg No. 44 SI. No.8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (Comman SR, Volume-2, Pg No. 44/ SI. No.8.16a) Sqm 1299.9 1299.9 3.78 False None None False None False 4913.622 0 2889338 94572 None Volume-2, Pg No. 42 SI. No.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. (Comman SR, Volume-2, Pg No. 42/ SI. No.8.8) Sqm 389.55 389.55 170.34 False None None False None False 66355.947 0 2889339 94572 None Volume-2, Pg No. 47 SI. No.8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/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. (Comman SR, Volume-2, Pg No. 47/ SI. No.8.33.3) Sqm 145.95 145.95 6.48 False None None False None False 945.756 0 2889340 94572 None Volume-2, Pg No. 46 SI. No.8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Comman SR, Volume-2, Pg No. 46/ SI. No.8.33.2) Sqm 144.9 144.9 8.06 False None None False None False 1167.894 0 2889341 94572 None Volume-2, Pg No. 46 SI. No.8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/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. (Comman SR, Volume-2, Pg No. 46/ SI. No.8.30) Sqm 182.7 182.7 145.65 False None None False None False 26610.255 0 2889342 94572 None Volume-2, Pg No. 46 SI. 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 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) (Comman SR, Volume-2, Pg No. 46/ SI. No.8.33.1) Sqm 165.9 165.9 139.23 False None None False None False 23098.257 0 2889343 94572 None Volume-2, Pg No. 125 SI. No.13.47 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes 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 75 mm diameter (Comman SR, Volume-2, Pg No. 125/ SI. No.13.47) m 206.85 206.85 12.0 False None None False None False 2482.2 0 2889344 94572 None Volume-2, Pg No. 84 SI. No.11.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (Comman SR, Volume-2, Pg No. 84/ SI. No.11.26.1) Kgs 144.9 144.9 125.0 False None None False None False 18112.5 0 2889345 94572 None It. No. 8.84 Providing wall black boards in 12mm thick with CM 1:3 and applied with primer & two coats of acrylic emulsion black paint including finishing etc.,complete. It. No. 8.84 Sqm 498.75 498.75 8.0 False None None False None False 3990.0 0 2889346 94572 None item 1 KKRDB Name Board Each 6000.0 6000.0 1.0 False None None False None False 6000.0 0 1709379545000 0 None None Buildings Electrical work Khatakchincholi 41310.1 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2889347 94573 None PWD Ele. SR 2023-24, Pg. No. 2, It No. 1.2.1 Concealed Conduit System : Supplying heavy gauge PVC conduit pipe . mm dia.mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 19/20 mm dia 2 mm thick PWD Ele. SR 2023-24, Pg. No. 2, It No. 1.2.1 Rmtr 61.0 61.0 50.0 False None None False None False 3050.0 0 2889348 94573 None PWD Ele. SR 2023-24, Pg. No. 2, It No. 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. PWD Ele. SR 2023-24, Pg. No. 2, It No. 1.3.1 19/20 mm dia 2 mm thick Rmt Rmtr 75.0 75.0 30.0 False None None False None False 2250.0 0 2889349 94573 None PWD Ele. SR 2023-24, Pg. No. 6, It No. 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. PWD Ele. SR 2023-24, Pg. No. 6, It No. 2.3.3 2.5 Sqmm Mtr 40.0 40.0 100.0 False None None False None False 4000.0 0 2889350 94573 None PWD Ele. SR 2023-24, Pg. No. 6, It No. 2.3.4 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. PWD Ele. SR 2023-24, Pg. No. 6, It No. 2.3.4 4 Sqmm Mtr 59.0 59.0 50.0 False None None False None False 2950.0 0 2889351 94573 None PWD Ele. SR 2023-24, Pg. No. 9, It No. 3.4.2 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 PWD Ele. SR 2023-24, Pg. No. 9, It No. 3.4.2 4-5 way No 138.0 138.0 1.0 False None None False None False 138.0 0 2889352 94573 None PWD Ele. SR 2023-24, Pg. No. 9, It No. 3.5.2 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. PWD Ele. SR 2023-24, Pg. No. 9, It No. 3.5.2 4 Module No 175.0 175.0 1.0 False None None False None False 175.0 0 2889353 94573 None PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.1 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.1 6A One Way Switch No 88.0 88.0 12.0 False None None False None False 1056.0 0 2889354 94573 None PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.3 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.3 6A Three Way socket No 162.0 162.0 2.0 False None None False None False 324.0 0 2889355 94573 None PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.3 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.3 Stepped Regulator No 313.0 313.0 2.0 False None None False None False 626.0 0 2889356 94573 None PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.11 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.11 6/16A Universal Socket No 249.0 249.0 1.0 False None None False None False 249.0 0 2889357 94573 None PWD Ele. SR 2023-24, Pg. No. 27, It No. 5.17.1 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. PWD Ele. SR 2023-24, Pg. No. 27, It No. 5.17.1 6-32 A SP No 523.0 523.0 1.0 False None None False None False 523.0 0 2889358 94573 None PWD Ele. SR 2023-24, Pg. No. 28, It No. 5.18.7 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clA, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure. PWD Ele. SR 2023-24, Pg. No. 28, It No. 5.18.7 6 Way SP & N No 1552.0 1552.0 1.0 False None None False None False 1552.0 0 2889359 94573 None PWD Ele. SR 2023-24, Pg. No. 30, It No. 5.41.2 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. PWD Ele. SR 2023-24, Pg. No. 30, It No. 5.41.2 50 x 50 x 6 mm No 356.0 356.0 3.0 False None None False None False 1068.0 0 2889360 94573 None PWD Ele. SR 2023-24, Pg. No. 30, It No. 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. PWD Ele. SR 2023-24, Pg. No. 30, It No. 5.42.2 cm 0.38 0.38 8500.0 False None None False None False 3230.0 0 2889361 94573 None PWD Ele. SR 2023-24, Pg. No. 40, It No. 6.1 Earthing : Supplying fixing wiring earth electrod for grounding conduits IC cutouts and other equipments on the meter board using 40mm dia 2.90 thick GI pipe 2.5mtrs long burried in pit. Around the pipe to the complete depth the pipe shall have 16 nos of through holes of 12 mm dia PWD Ele. SR 2023-24, Pg. No. 40, It No. 6.1 Earthing No 2999.7 2999.7 1.0 False None None False None False 2999.7 0 2889362 94573 None PWD Ele. SR 2023-24, Pg. No. 41, It No. 6.62 Digging of trench of 0.6m deep X0.5mtr wide refilling the trench to the required ground level and consolidating etc., complete PWD Ele. SR 2023-24, Pg. No. 41, It No. 6.62 In HARD Soil Mtr 102.0 102.0 5.0 False None None False None False 510.0 0 2889363 94573 None PWD Ele. SR 2023-24, Pg. No. 40, It No. 6.4.4 Supplying of 1.1 Kv LT UG cable XLPE or heat resistance PVC Insulated PVC Extruded inner sheath armoured UG LT csble as per IS-1554( part-1) PWD Ele. SR 2023-24, Pg. No. 40, It No. 6.4.4 4 core 16Sqmm Mtr 150.0 150.0 10.0 False None None False None False 1500.0 0 2889364 94573 None PWD Ele. SR 2023-24, Pg. No. 41, It No. 6.5.1 Labour Charges for laying 1.1 Kv class UG cable when supplied agency in existing trench GI pipe / Stoneware pipe/on wall/ on pole as required PWD Ele. SR 2023-24, Pg. No. 41, It No. 6.5.1 Existing Trench / duct Mtr 11.88 11.88 5.0 False None None False None False 59.4 0 2889365 94573 None PWD Ele. SR 2023-24, Pg. No. 46, It No. 7.3.1 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 PWD Ele. SR 2023-24, Pg. No. 46, It No. 7.3.1 No 2949.0 2949.0 2.0 False None None False None False 5898.0 0 2889366 94573 None PWD Ele. SR 2023-24, Pg. No. 80, It No. 14.9 Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clA and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. PWD Ele. SR 2023-24, Pg. No. 80, It No. 14.9 No 281.0 281.0 2.0 False None None False None False 562.0 0 2889367 94573 None PWD Ele. SR 2023-24, Pg. No. 64, It No. 12.3.2 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 PWD Ele. SR 2023-24, Pg. No. 64, It No. 12.3.2 No 740.0 740.0 10.0 False None None False None False 7400.0 0 2889368 94573 None PWD Ele. SR 2023-24, Pg. No. 64, It No. 12.3.2 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 clA.On wall/ ceiling / Rafter / Girders PWD Ele. SR 2023-24, Pg. No. 64, It No. 12.3.2 On wall/ ceiling / Rafter / Girders No 119.0 119.0 10.0 False None None False None False 1190.0 0 1709379545000 1 None None Buildings Toilet block at Beeri (B) 864329.81 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2889369 94574 None Volume-1, Pg No. 8 SI. 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 (Comman SR, Volume-1, Pg No. 8/ SI. No.1.12) Cum 99.75 99.75 3.96 False None None False None False 395.01 0 2889370 94574 None Volume-1, Pg No. 8 SI. No.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 (Comman SR, Volume-1, Pg No. 8/ SI. No.1.14.1) Cum 107.1 107.1 25.58 False None None False None False 2739.618 0 2889371 94574 None Volume-1, Pg No. 15 SI. 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 (Comman SR, Volume-1, Pg No. 15/ SI. No.2.1.3) Cum 6288.45 6288.45 2.69 False None None False None False 16915.9305 0 2889372 94574 None Volume-2, Pg No. 9 SI. No.5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Comman SR, Volume-2, Pg No. 9/ SI. No.5.3) Cum 6515.25 6515.25 6.38 False None None False None False 41567.295 0 2889373 94574 None Volume-1, Pg No. 15 SI. No.2.2.1 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 15/ SI. No.2.2.1) Cum 6601.35 6601.35 3.3 False None None False None False 21784.455 0 2889374 94574 None Volume-1, Pg No. 29 SI. No.1a Formwark for Footings Isolated @ 8% (Comman SR, Volume-1, Pg No. 29/ SI. No.1a) For Footings Qty. same as item No.5 Cum 528.11 528.11 3.3 False None None False None False 1742.763 0 2889375 94574 None Volume-1, Pg No. 16 SI. No.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 DesignMix Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 16/ SI. No.2.4.2) Cum 6639.15 6639.15 1.91 False None None False None False 12680.7765 0 2889376 94574 None Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (Comman SR, Volume-1, Pg No. 29/ SI. No.7) RCC Columns upto plinth level Plinth Beams Qty. as per I.No. 7 Cum 4647.41 4647.41 0.77 False None None False None False 3578.5057 0 2889377 94574 None Volume-1, Pg No. 29 SI. No.1a Formwark for Plinth beams of Buildings @ 50% (Comman SR, Volume-1, Pg No. 29/ SI. No.1a) For Plinth beam Plinth Beams Qty. as per I.No. 7 Cum 2323.7 2323.7 1.14 False None None False None False 2649.018 0 2889378 94574 None Volume-1, Pg No. 7 SI. No.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. (Comman SR, Volume-1, Pg No. 7/ SI. No.1.9) Cum 279.3 279.3 15.14 False None None False None False 4228.602 0 2889379 94574 None Volume-1, Pg No. 16 SI. No.2.5.1 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 16/ SI. No.2.5.1) Cum 6961.5 6961.5 8.0 False None None False None False 55692.0 0 2889380 94574 None Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (Comman SR, Volume-1, Pg No. 29/ SI. No.7) RCC Columns above plinth upto Slab top level Qty. same as item No.11 Cum 4873.05 4873.05 1.3 False None None False None False 6334.965 0 2889381 94574 None Volume-1, Pg No. 30 SI. No.12 Formwark for Beams & Lintels of Building @ 60% (Comman SR, Volume-1, Pg No. 30/ SI. No.12) RCC Lintel & Slab beams Qty. same as item No.11 Cum 4176.9 4176.9 2.29 False None None False None False 9565.101 0 2889382 94574 None Volume-1, Pg No. 30 SI. No.13 Formwark for Roof Slab of Building @ 50% (Comman SR, Volume-1, Pg No. 30/ SI. No.13) For Slab Qty. same as item No.11 Cum 3480.75 3480.75 4.37 False None None False None False 15210.8775 0 2889383 94574 None Volume-1, Pg No. 30 SI. No.17 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (Comman SR, Volume-1, Pg No. 30/ SI. No.17) For Chajjas Qty. same as item No.11 Cum 3132.68 3132.68 0.05 False None None False None False 156.634 0 2889384 94574 None Volume-1, Pg No. 16 SI. No.2.4.1 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. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 16/ SI. No.2.4.1) Cum 6724.2 6724.2 1.85 False None None False None False 12439.77 0 2889385 94574 None Volume-1, Pg No. 18 SI. 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. Buildings (Comman SR, Volume-1, Pg No. 18/ SI. No.2.11a) Tonne 93929.85 93929.85 1.52 False None None False None False 142773.372 0 2889386 94574 None Volume-2, Pg No. 14 SI. No.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.(Comman SR, Volume-2, Pg No. 14/ SI. No.6.8) Cum 8367.45 8367.45 17.46 False None None False None False 146095.677 0 2889387 94574 None Volume-2, Pg No. 99 SI. No.12.12 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. (Comman SR, Volume-2, Pg No. 99/ SI. No.12.12) Cum 130412.1 130412.1 0.05 False None None False None False 6520.605 0 2889388 94574 None Volume-2, Pg No. 104 SI. 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. (Comman SR, Volume-2, Pg No. 104/ SI. No.12.51) No 1066.8 1066.8 1.0 False None None False None False 1066.8 0 2889389 94574 None Volume-2, Pg No. 100 SI. No.12.16 Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) (Comman SR, Volume-2, Pg No. 100/ SI. No.12.16) Sqm 7241.85 7241.85 2.52 False None None False None False 18249.462 0 2889390 94574 None Volume-2, Pg No. 86 SI. No.11.31 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (Comman SR, Volume-2, Pg No. 86/ SI. No.11.31) Kgs 120.75 120.75 29.16 False None None False None False 3521.07 0 2889391 94574 None Volume-2, Material Component Pg No. A-24 SI. No.3 Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm(Comman SR, Volume-2, Material Component Pg No. A-24/ SI. No.394) Sqm 294.0 294.0 1.62 False None None False None False 476.28 0 2889392 94574 None Volume-2, Pg No. 85 SI. No.11.30.1 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.(Comman SR, Volume-2, Pg No. 85/ SI. No.11.30.1) Sqm 957.6 957.6 1.62 False None None False None False 1551.312 0 2889393 94574 None Volume-2, Pg No. 77 SI. No.11.5.1 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.(Comman SR, Volume-2, Pg No. 77/ SI. No.11.5.1) Sqm 4701.9 4701.9 6.3 False None None False None False 29621.97 0 2889394 94574 None Volume-2, Pg No. 41 SI. 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. (Comman SR, Volume-2, Pg No. 41/ SI. No.8.1.2) Sqm 253.05 253.05 108.19 False None None False None False 27377.4795 0 2889395 94574 None Volume-2, Pg No. 44 SI. No.8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (Comman SR, Volume-2, Pg No. 44/ SI. No.8.16a) Sqm 1299.9 1299.9 1.62 False None None False None False 2105.838 0 2889396 94574 None Volume-2, Pg No. 42 SI. No.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. (Comman SR, Volume-2, Pg No. 42/ SI. No.8.8) Sqm 389.55 389.55 76.48 False None None False None False 29792.784 0 2889397 94574 None Volume-2, Pg No. 60 SI. No.9.9 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 colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick 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 pigment etc., complete (Comman SR, Volume-2, Pg No. 60/ SI. No.9.9) Sqm 1129.8 1129.8 19.25 False None None False None False 21748.65 0 2889398 94574 None Volume-2, Pg No. 65 SI. No.9.39 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications(Comman SR, Volume-2, Pg No. 65/ SI. No.9.39) Sqm 1521.45 1521.45 33.48 False None None False None False 50938.146 0 2889399 94574 None Volume-2, Pg No. 47 SI. No.8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/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. (Comman SR, Volume-2, Pg No. 47/ SI. No.8.33.3) Sqm 145.95 145.95 1.62 False None None False None False 236.439 0 2889400 94574 None Volume-2, Pg No. 46 SI. No.8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Comman SR, Volume-2, Pg No. 46/ SI. No.8.33.2) Sqm 144.9 144.9 8.06 False None None False None False 1167.894 0 2889401 94574 None Volume-2, Pg No. 46 SI. No.8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/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. (Comman SR, Volume-2, Pg No. 46/ SI. No.8.30) Sqm 182.7 182.7 76.48 False None None False None False 13972.896 0 2889402 94574 None Volume-2, Pg No. 46 SI. 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 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) (Comman SR, Volume-2, Pg No. 46/ SI. No.8.33.1) Sqm 165.9 165.9 106.63 False None None False None False 17689.917 0 2889403 94574 None Volume-2, Pg No. 125 SI. No.13.47 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes 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 75 mm diameter (Comman SR, Volume-2, Pg No. 125/ SI. No.13.47) m 206.85 206.85 2.0 False None None False None False 413.7 0 2889404 94574 None Volume-2, Pg No. 69 SI. No.10.1.2 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 loca tions 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. Area of slab over 0.50 m2 (Comman SR, Volume-2, Pg No. 69/ SI. No.10.1.2) Sqm 4133.85 4133.85 3.6 False None None False None False 14881.86 0 2889405 94574 None Volume-2, Pg No. 131 SI. No.14.4.1 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern (Comman SR, Volume-2, Pg No. 131/ SI. No.14.4.1) Each 4676.7 4676.7 5.0 False None None False None False 23383.5 0 2889406 94574 None Volume-2, Pg No. 131 SI. No.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 (Comman SR, Volume-2, Pg No. 131/ SI. No.14.1.1) Each 5128.2 5128.2 4.0 False None None False None False 20512.8 0 2889407 94574 None Volume-2, Pg No. 123 SI. No.13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (Comman SR, Volume-2, Pg No. 123/ SI. No.13.34) Ltr 9.45 9.45 1000.0 False None None False None False 9450.0 0 2889408 94574 None Volume-2, Pg No. 117 SI. No.13.4.2 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore (Comman SR, Volume-2, Pg No. 117/ SI. No.13.4.2) Each 627.9 627.9 1.0 False None None False None False 627.9 0 2889409 94574 None Volume-2, Pg No. 122 SI. No.13.33.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 32 mm nominal dia Pipes (Comman SR, Volume-2, Pg No. 122/ SI. No.13.33.4) m 390.6 390.6 15.0 False None None False None False 5859.0 0 2889410 94574 None Volume-2, Pg No. 122 SI. No.13.33.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 25 mm nominal dia Pipes (Comman SR, Volume-2, Pg No. 122/ SI. No.13.33.3) m 310.8 310.8 10.0 False None None False None False 3108.0 0 2889411 94574 None Volume-2, Pg No. 122 SI. No.13.33.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 20 mm nominal dia Pipes (Comman SR, Volume-2, Pg No. 122/ SI. No.13.33.2) m 227.85 227.85 10.0 False None None False None False 2278.5 0 2889412 94574 None Volume-2, Pg No. 139 SI. No.14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class Economy (Comman SR, Volume-2, Pg No. 139/ SI. No.14.55a) No 1172.85 1172.85 4.0 False None None False None False 4691.4 0 2889413 94574 None Volume-2, Pg No. 133 SI. No.14.7A Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer (Comman SR, Volume-2, Pg No. 133/ SI. No.14.7A) No 4327.05 4327.05 1.0 False None None False None False 4327.05 0 2889414 94574 None Volume-1, Pg No. 6 SI. No.1.5.1 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth (Comman SR, Volume-1, Pg No. 6/ SI. No.1.5.1) Cum 313.95 313.95 16.2 False None None False None False 5085.99 0 2889415 94574 None Volume-2, Pg No. 125 SI. No.13.50.9 Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 100 mm nominal dia Pipes (Comman SR, Volume-2, Pg No. 125/ SI. No.13.50.9) m 976.5 976.5 10.0 False None None False None False 9765.0 0 2889416 94574 None Volume-2, Pg No. 122-123 SI. No.13.33.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 50 mm nominal dia Pipes (Comman SR, Volume-2, Pg No. 122-123/ SI. No.13.33.6) m 757.05 757.05 30.0 False None None False None False 22711.5 0 2889417 94574 None Volume-2, Pg No. 126 SI. No.13.53 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay (non modular) bricks of class designation 3. (Comman SR, Volume-2, Pg No. 126/ SI. No.13.53) Each 5924.1 5924.1 1.0 False None None False None False 5924.1 0 2889418 94574 None Volume-1, Pg No. 6 SI. No.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 (Comman SR, Volume-1, Pg No. 6/ SI. No.1.10) Cum 168.0 168.0 16.2 False None None False None False 2721.6 0 2889419 94574 None item 1 KKRDB Board Each 6000.0 6000.0 1.0 False None None False None False 6000.0 0 1709379545000 1 None None Buildings Toilet blocks at HS Lakhangaon 864329.81 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2889420 94575 None Volume-1, Pg No. 8 SI. 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 (Comman SR, Volume-1, Pg No. 8/ SI. No.1.12) Cum 99.75 99.75 3.96 False None None False None False 395.01 0 2889421 94575 None Volume-1, Pg No. 8 SI. No.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 (Comman SR, Volume-1, Pg No. 8/ SI. No.1.14.1) Cum 107.1 107.1 25.58 False None None False None False 2739.618 0 2889422 94575 None Volume-1, Pg No. 15 SI. 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 (Comman SR, Volume-1, Pg No. 15/ SI. No.2.1.3) Cum 6288.45 6288.45 2.69 False None None False None False 16915.9305 0 2889423 94575 None Volume-2, Pg No. 9 SI. No.5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Comman SR, Volume-2, Pg No. 9/ SI. No.5.3) Cum 6515.25 6515.25 6.38 False None None False None False 41567.295 0 2889424 94575 None Volume-1, Pg No. 15 SI. No.2.2.1 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 15/ SI. No.2.2.1) Cum 6601.35 6601.35 3.3 False None None False None False 21784.455 0 2889425 94575 None Volume-1, Pg No. 29 SI. No.1a Formwark for Footings Isolated @ 8% (Comman SR, Volume-1, Pg No. 29/ SI. No.1a) For Footings Qty. same as item No.5 Cum 528.11 528.11 3.3 False None None False None False 1742.763 0 2889426 94575 None Volume-1, Pg No. 16 SI. No.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 DesignMix Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 16/ SI. No.2.4.2) Cum 6639.15 6639.15 1.91 False None None False None False 12680.7765 0 2889427 94575 None Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (Comman SR, Volume-1, Pg No. 29/ SI. No.7) RCC Columns upto plinth level Plinth Beams Qty. as per I.No. 7 Cum 4647.41 4647.41 0.77 False None None False None False 3578.5057 0 2889428 94575 None Volume-1, Pg No. 29 SI. No.1a Formwark for Plinth beams of Buildings @ 50% (Comman SR, Volume-1, Pg No. 29/ SI. No.1a) For Plinth beam Plinth Beams Qty. as per I.No. 7 Cum 2323.7 2323.7 1.14 False None None False None False 2649.018 0 2889429 94575 None Volume-1, Pg No. 7 SI. No.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. (Comman SR, Volume-1, Pg No. 7/ SI. No.1.9) Cum 279.3 279.3 15.14 False None None False None False 4228.602 0 2889430 94575 None Volume-1, Pg No. 16 SI. No.2.5.1 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 16/ SI. No.2.5.1) Cum 6961.5 6961.5 8.0 False None None False None False 55692.0 0 2889431 94575 None Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (Comman SR, Volume-1, Pg No. 29/ SI. No.7) RCC Columns above plinth upto Slab top level Qty. same as item No.11 Cum 4873.05 4873.05 1.3 False None None False None False 6334.965 0 2889432 94575 None Volume-1, Pg No. 30 SI. No.12 Formwark for Beams & Lintels of Building @ 60% (Comman SR, Volume-1, Pg No. 30/ SI. No.12) RCC Lintel & Slab beams Qty. same as item No.11 Cum 4176.9 4176.9 2.29 False None None False None False 9565.101 0 2889433 94575 None Volume-1, Pg No. 30 SI. No.13 Formwark for Roof Slab of Building @ 50% (Comman SR, Volume-1, Pg No. 30/ SI. No.13) For Slab Qty. same as item No.11 Cum 3480.75 3480.75 4.37 False None None False None False 15210.8775 0 2889434 94575 None Volume-1, Pg No. 30 SI. No.17 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (Comman SR, Volume-1, Pg No. 30/ SI. No.17) For Chajjas Qty. same as item No.11 Cum 3132.68 3132.68 0.05 False None None False None False 156.634 0 2889435 94575 None Volume-1, Pg No. 16 SI. No.2.4.1 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. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Comman SR, Volume-1, Pg No. 16/ SI. No.2.4.1) Cum 6724.2 6724.2 1.85 False None None False None False 12439.77 0 2889436 94575 None Volume-1, Pg No. 18 SI. 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. Buildings (Comman SR, Volume-1, Pg No. 18/ SI. No.2.11a) Tonne 93929.85 93929.85 1.52 False None None False None False 142773.372 0 2889437 94575 None Volume-2, Pg No. 14 SI. No.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.(Comman SR, Volume-2, Pg No. 14/ SI. No.6.8) Cum 8367.45 8367.45 17.46 False None None False None False 146095.677 0 2889438 94575 None Volume-2, Pg No. 99 SI. No.12.12 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. (Comman SR, Volume-2, Pg No. 99/ SI. No.12.12) Cum 130412.1 130412.1 0.05 False None None False None False 6520.605 0 2889439 94575 None Volume-2, Pg No. 104 SI. 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. (Comman SR, Volume-2, Pg No. 104/ SI. No.12.51) No 1066.8 1066.8 1.0 False None None False None False 1066.8 0 2889440 94575 None Volume-2, Pg No. 100 SI. No.12.16 Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) (Comman SR, Volume-2, Pg No. 100/ SI. No.12.16) Sqm 7241.85 7241.85 2.52 False None None False None False 18249.462 0 2889441 94575 None Volume-2, Pg No. 86 SI. No.11.31 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (Comman SR, Volume-2, Pg No. 86/ SI. No.11.31) Kgs 120.75 120.75 29.16 False None None False None False 3521.07 0 2889442 94575 None Volume-2, Material Component Pg No. A-24 SI. No.3 Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm(Comman SR, Volume-2, Material Component Pg No. A-24/ SI. No.394) Sqm 294.0 294.0 1.62 False None None False None False 476.28 0 2889443 94575 None Volume-2, Pg No. 85 SI. No.11.30.1 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.(Comman SR, Volume-2, Pg No. 85/ SI. No.11.30.1) Sqm 957.6 957.6 1.62 False None None False None False 1551.312 0 2889444 94575 None Volume-2, Pg No. 77 SI. No.11.5.1 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.(Comman SR, Volume-2, Pg No. 77/ SI. No.11.5.1) Sqm 4701.9 4701.9 6.3 False None None False None False 29621.97 0 2889445 94575 None Volume-2, Pg No. 41 SI. 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. (Comman SR, Volume-2, Pg No. 41/ SI. No.8.1.2) Sqm 253.05 253.05 108.19 False None None False None False 27377.4795 0 2889446 94575 None Volume-2, Pg No. 44 SI. No.8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (Comman SR, Volume-2, Pg No. 44/ SI. No.8.16a) Sqm 1299.9 1299.9 1.62 False None None False None False 2105.838 0 2889447 94575 None Volume-2, Pg No. 42 SI. No.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. (Comman SR, Volume-2, Pg No. 42/ SI. No.8.8) Sqm 389.55 389.55 76.48 False None None False None False 29792.784 0 2889448 94575 None Volume-2, Pg No. 60 SI. No.9.9 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 colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick 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 pigment etc., complete (Comman SR, Volume-2, Pg No. 60/ SI. No.9.9) Sqm 1129.8 1129.8 19.25 False None None False None False 21748.65 0 2889449 94575 None Volume-2, Pg No. 65 SI. No.9.39 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications(Comman SR, Volume-2, Pg No. 65/ SI. No.9.39) Sqm 1521.45 1521.45 33.48 False None None False None False 50938.146 0 2889450 94575 None Volume-2, Pg No. 47 SI. No.8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/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. (Comman SR, Volume-2, Pg No. 47/ SI. No.8.33.3) Sqm 145.95 145.95 1.62 False None None False None False 236.439 0 2889451 94575 None Volume-2, Pg No. 46 SI. No.8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Comman SR, Volume-2, Pg No. 46/ SI. No.8.33.2) Sqm 144.9 144.9 8.06 False None None False None False 1167.894 0 2889452 94575 None Volume-2, Pg No. 46 SI. No.8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/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. (Comman SR, Volume-2, Pg No. 46/ SI. No.8.30) Sqm 182.7 182.7 76.48 False None None False None False 13972.896 0 2889453 94575 None Volume-2, Pg No. 46 SI. 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 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) (Comman SR, Volume-2, Pg No. 46/ SI. No.8.33.1) Sqm 165.9 165.9 106.63 False None None False None False 17689.917 0 2889454 94575 None Volume-2, Pg No. 125 SI. No.13.47 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes 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 75 mm diameter (Comman SR, Volume-2, Pg No. 125/ SI. No.13.47) m 206.85 206.85 2.0 False None None False None False 413.7 0 2889455 94575 None Volume-2, Pg No. 69 SI. No.10.1.2 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 loca tions 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. Area of slab over 0.50 m2 (Comman SR, Volume-2, Pg No. 69/ SI. No.10.1.2) Sqm 4133.85 4133.85 3.6 False None None False None False 14881.86 0 2889456 94575 None Volume-2, Pg No. 131 SI. No.14.4.1 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern (Comman SR, Volume-2, Pg No. 131/ SI. No.14.4.1) Each 4676.7 4676.7 5.0 False None None False None False 23383.5 0 2889457 94575 None Volume-2, Pg No. 131 SI. No.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 (Comman SR, Volume-2, Pg No. 131/ SI. No.14.1.1) Each 5128.2 5128.2 4.0 False None None False None False 20512.8 0 2889458 94575 None Volume-2, Pg No. 123 SI. No.13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (Comman SR, Volume-2, Pg No. 123/ SI. No.13.34) Ltr 9.45 9.45 1000.0 False None None False None False 9450.0 0 2889459 94575 None Volume-2, Pg No. 117 SI. No.13.4.2 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore (Comman SR, Volume-2, Pg No. 117/ SI. No.13.4.2) Each 627.9 627.9 1.0 False None None False None False 627.9 0 2889460 94575 None Volume-2, Pg No. 122 SI. No.13.33.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 32 mm nominal dia Pipes (Comman SR, Volume-2, Pg No. 122/ SI. No.13.33.4) m 390.6 390.6 15.0 False None None False None False 5859.0 0 2889461 94575 None Volume-2, Pg No. 122 SI. No.13.33.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 25 mm nominal dia Pipes (Comman SR, Volume-2, Pg No. 122/ SI. No.13.33.3) m 310.8 310.8 10.0 False None None False None False 3108.0 0 2889462 94575 None Volume-2, Pg No. 122 SI. No.13.33.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 20 mm nominal dia Pipes (Comman SR, Volume-2, Pg No. 122/ SI. No.13.33.2) m 227.85 227.85 10.0 False None None False None False 2278.5 0 2889463 94575 None Volume-2, Pg No. 139 SI. No.14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class Economy (Comman SR, Volume-2, Pg No. 139/ SI. No.14.55a) No 1172.85 1172.85 4.0 False None None False None False 4691.4 0 2889464 94575 None Volume-2, Pg No. 133 SI. No.14.7A Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer (Comman SR, Volume-2, Pg No. 133/ SI. No.14.7A) No 4327.05 4327.05 1.0 False None None False None False 4327.05 0 2889465 94575 None Volume-1, Pg No. 6 SI. No.1.5.1 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth (Comman SR, Volume-1, Pg No. 6/ SI. No.1.5.1) Cum 313.95 313.95 16.2 False None None False None False 5085.99 0 2889466 94575 None Volume-2, Pg No. 125 SI. No.13.50.9 Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 100 mm nominal dia Pipes (Comman SR, Volume-2, Pg No. 125/ SI. No.13.50.9) m 976.5 976.5 10.0 False None None False None False 9765.0 0 2889467 94575 None Volume-2, Pg No. 122-123 SI. No.13.33.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 50 mm nominal dia Pipes (Comman SR, Volume-2, Pg No. 122-123/ SI. No.13.33.6) m 757.05 757.05 30.0 False None None False None False 22711.5 0 2889468 94575 None Volume-2, Pg No. 126 SI. No.13.53 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay (non modular) bricks of class designation 3. (Comman SR, Volume-2, Pg No. 126/ SI. No.13.53) Each 5924.1 5924.1 1.0 False None None False None False 5924.1 0 2889469 94575 None Volume-1, Pg No. 6 SI. No.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 (Comman SR, Volume-1, Pg No. 6/ SI. No.1.10) Cum 168.0 168.0 16.2 False None None False None False 2721.6 0 2889470 94575 None item 1 KKRDB Board Each 6000.0 6000.0 1.0 False None None False None False 6000.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1709379544000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1709379544000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1709379544000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1709379544000 0 None None ELIGIBILITY Part (2) Rs. 73,841/- EMD shall be in favour of Executive Engineer, PWD , Bidar Division, Bidar and may be in the form of Bankers Cheque/Demand Draft/Pay order in favour of Executive Engineer, PWD Divn. Bidar, payable at Bidar or cash or specified Small Savings Instruments pledged to the Executive Engineer, PWD.Division, Bidar or Bank Guarantee in the prescribed format obtained form any Nationaled / Scheduled Banks. None 1709379544000 0 None None ELIGIBILITY To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (a) achieved in at least two financial years a minimum financial turn over (in all cases of civil engineering construction works only) Rs. 61.93 Lakhs/- Turnover certificate must have UDI number , otherwise it will not be considered for further bid evaluation None 1709379544000 0 None None ELIGIBILITY Liquid Assets and/or availability of credit facilities of not less than Rs. 18.58 Lakhs Lakhs (Credit Lines/Letter of Credit/Certificates from the Banks for meeting the fund requirement etc. None 1709379544000 0 None None ELIGIBILITY To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (b) satisfactorily completed as prime contractor, at least one similar work such as Construction of Building such as of value not less than Rs 30.97 Lakhs/- None 1709379544000 0 None None ELIGIBILITY To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (c) executed in any one year, the following minimum quantities of work(1)Earth work excavation/embankment/shoulders: 316.00 cum (2) PCC/RCC:110.00 Cum (3) Mansory:108.68 Cum (4) TMT Steel: 8.62 mt (5) Plastering: 852.12sqm (6) flooring: 335.39 sqm None 1709379544000 0 None None ELIGIBILITY The Completion Period is 06(Six) Months including Monsoon None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (a) achieved in at least two financial years a minimum financial turn over (in all cases of civil engineering construction works only) Rs. 61.93 Lakhs/- Turnover certificate must have UDI number , otherwise it will not be considered for further bid evaluation. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (b) satisfactorily completed as prime contractor, at least one similar work such as Construction of Building such as of value not less than Rs 30.97 Lakhs/- Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (c) executed in any one year, the following minimum quantities of work(1)Earth work excavation/embankment/shoulders: 316.00 cum (2) PCC/RCC:110.00 Cum (3) Mansory:108.68 Cum (4) TMT Steel: 8.62 mt (5) Plastering: 852.12sqm (6) flooring: 335.39 sqm Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None List of existing commitments and ongoing works Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- List of existing commitments and ongoing works None None None None Liquid Assets and/or availability of credit facilities of not less than Rs. 18.58 Lakhs Lakhs (Credit Lines/Letter of Credit/Certificates from the Banks for meeting the fund requirement etc. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate False Technical Bid Company Registration Certificate False Technical Bid Reserved Category Certificate False Technical Bid Small Scale Industries Certificate False Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None