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noticeInvitingTenderDTO	createdTs 1722690273928 version 7 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 2760.00 emd 165000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 13-08-2024 16:00:00 tenderQueryClose 09-08-2024 17:30:00 technicalBidOpen 14-08-2024 16:30:00 publishedDate 06-08-2024 15:06:50 publishedByPost PWD_EE_DIV_KLB publishedByUser KPE14204 - SUBHASH L SHIXNAKAR bidValidityPeriod 90 noOfCalls 2 preBidMeetingDate 06-08-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson Executive Engineer PWD Division Kalaburagi splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 0847222456 mobileNumber 9448652632 tenderSupplierList None
tenderSchedule	createdTs 1722690273931 version 15 createdDate None modifiedDate None tenderNumber PWD/2023-24/BD/WORK_INDENT8244/CALL-2 title Construction of 8 Rooms Building to Govt. Model Primary School at Kuranalli Village in Jewargi Taluka Under KKRDB Macro for the year 2023-24 (KLB231023355) description Construction of 8 Rooms Building to Govt. Model Primary School at Kuranalli Village in Jewargi Taluka Under KKRDB Macro for the year 2023-24 (KLB231023355) category WORKS categoryText Works ecv 11028908.74 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1689 locationName PWD Division Office Kalaburagi provisionalAmount 13200000.0 groupOverheadTotal 0.0 fileNumber PWD/SD/JEW/KKRDB/2023-24/8
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1722690274000 0 None None Buildings GROUND FLOOR CIVIL WORK 8207494.6 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3684445 135105 None V-1, Pg. No: 6 , Item.No:1.14 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Cum 107.1 107.1 355.89 False None None False None False 38115.819 0 3684446 135105 None V-1, Pg. No: 7, Item.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. Cum 279.3 279.3 104.49 False None None False None False 29184.057 0 3684447 135105 None V-1, Pg. No:7, Item.No:1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water,all materials,usage& all other appurtenaces required to complete the work Cum 497.7 497.7 383.66 False None None False None False 190947.582 0 3684448 135105 None V-2, Page No.9, Item No:5.1.1 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 5891.55 5891.55 37.07 False None None False None False 218399.7585 0 3684449 135105 None V-2, Page No.9, Item 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) Cum 6515.25 6515.25 17.7 False None None False None False 115319.925 0 3684450 135105 None V-1, Page No:15 , Item.No:2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately).Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 107.7 False None None False None False 703049.445 0 3684451 135105 None V-1, Pg. No:16 , Item.No:2.4.2 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 6639.15 6639.15 73.66 False None None False None False 489039.789 0 3684452 135105 None Vol-I S R Sl no. 1 a Page No. 111 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Foundation upto Plinth Isolated add 8 Percent Cum 531.13 531.13 44.53 False None None False None False 23651.2189 0 3684453 135105 None Vol-I S R Sl no. 9 Page no. 111 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70% Cum 4647.4 4647.4 7.02 False None None False None False 32624.748 0 3684454 135105 None Vol-I S R Sl No. 2 Page no 111 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Plinth Beams of Building add 50% Cum 3319.57 3319.57 22.11 False None None False None False 73395.6927 0 3684455 135105 None V-1, Pg. No:16 , It.No:2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications . (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregate Cum 6961.5 6961.5 106.68 False None None False None False 742652.82 0 3684456 135105 None Vol-I S R SL No. 9 Page No. 111 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70% Cum 4873.05 4873.05 13.32 False None None False None False 64909.026 0 3684457 135105 None Vol-I Sr Sl No. 14 Page No. 112 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts add 60% Cum 4176.9 4176.9 23.51 False None None False None False 98198.919 0 3684458 135105 None Vol-I S R Sl no. 15 Page 112 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Roof Slabs add 50% Cum 3480.75 3480.75 68.64 False None None False None False 238918.68 0 3684459 135105 None Vol-I S R Sl No. 19 Page No. 112 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Chejjas, Canopy & Other Architectural projections of minor sections add 45% Cum 3132.67 3132.67 1.21 False None None False None False 3790.5307 0 3684460 135105 None Vol-I I No. 2.11 a Page No. 18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 93929.85 93929.85 18.76 False None None False None False 1762123.986 0 3684461 135105 None V-2, Pg. No:14, Item.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. Cum 8367.45 8367.45 88.64 False None None False None False 741690.768 0 3684462 135105 None V-2, Pg. No:41, Item.No:8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge Cum 253.05 253.05 562.08 False None None False None False 142234.344 0 3684463 135105 None V-2, Pg. No:42, Item.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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 389.55 389.55 937.19 False None None False None False 365082.3645 0 3684464 135105 None V-2, Pg. No:50, Item.No:8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge Sqm 105.0 105.0 843.68 False None None False None False 88586.4 0 3684465 135105 None V-2, Pg. No: 64, It.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 Sqm 1622.25 1622.25 409.45 False None None False None False 664230.2625 0 3684466 135105 None V-2, Pg. No: 64, It.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 Sqm 1622.25 1622.25 35.56 False None None False None False 57687.21 0 3684467 135105 None V-2, Page No:59, Item.No:9.6.1 Providing and laying Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) Light shade pigment using white cement Sqm 1332.45 1332.45 26.1 False None None False None False 34776.945 0 3684468 135105 None V-2, Pg. No:45, It.No:8.25 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 143.85 143.85 843.68 False None None False None False 121363.368 0 3684469 135105 None V-2, Pg. No:46, It.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) Sqm 165.9 165.9 821.63 False None None False None False 136308.417 0 3684470 135105 None V-2, Pg. No:84, It.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. Kg 144.9 144.9 367.2 False None None False None False 53207.28 0 3684471 135105 None V-2, Pg. No:80, It.No:11.14.1.1 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge: Profile B Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. m 493.5 493.5 48.0 False None None False None False 23688.0 0 3684472 135105 None V-2, Pg. No:77, It.No:11.5.2 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 flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Sqm 4454.1 4454.1 23.04 False None None False None False 102622.464 0 3684473 135105 None V-2, Pg. No:80, It.No:11.13.1 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer: Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kg 130.2 130.2 1555.2 False None None False None False 202487.04 0 3684474 135105 None V-2, Pg. No:48, It.No:8.40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 120.75 120.75 66.24 False None None False None False 7998.48 0 3684475 135105 None Market Rate external elevation paint as per market rate Sqm 790.86 790.86 335.82 False None None False None False 265586.6052 0 3684476 135105 None Page No. 149 Item no. 15.1 . Volumn -2 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU wa terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the wa terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 857.85 857.85 429.35 False None None False None False 368317.8975 0 3684477 135105 None Page No. 125 Item no. 13.47 . Volumn -2 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 m 197.0 197.0 37.08 False None None False None False 7304.76 0 1722690274000 0 None None Buildings ELECTRICAL WORK 362564.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3684478 135106 None 1.2.2 Concealed Conduit System Supplying heavy gauge PVC conduit pipe ……mm dia .mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 25mm dia 2mm thick m 78.0 78.0 248.0 False None None False None False 19344.0 0 3684479 135106 None 1.3.2 Supplying heavy gauge PVC Conduit Pipe ….dia .mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 25mm dia 2mm thick m 79.0 79.0 104.0 False None None False None False 8216.0 0 3684480 135106 None 1.7.1 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering,finishing upto wall surface complete. Upto 50 mm conduit in brick wall 25mm dia 2mm thick m 29.0 29.0 104.0 False None None False None False 3016.0 0 3684481 135106 None 1.5.2 Supplying and fixing PVC/metal conduit Deep junction box (25mm dia 2mm thick Each 56.0 56.0 64.0 False None None False None False 3584.0 0 3684482 135106 None 1.12 Supplying And Fixing Metal Fan Box with Round Hook. No 160.0 160.0 32.0 False None None False None False 5120.0 0 3684483 135106 None 2.1.2 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2(Phase & Neutral)& 1x1.0 mm2(Earth wire) FRLS multi strand PVC insulatedcopper wire (confirming to IS-694: and latest amendments) witha 6A flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Medium point above 3m upto 6m from tapping point to out let via switch Point 394.0 394.0 88.0 False None None False None False 34672.0 0 3684484 135106 None 2.3.1 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP of GROUP -A. 1.0 Sq.mm m 19.0 19.0 1584.0 False None None False None False 30096.0 0 3684485 135106 None 2.3.2 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP of GROUP -A. 1.5 Sq.mm m 26.0 26.0 634.0 False None None False None False 16484.0 0 3684486 135106 None 2.3.3 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP of GROUP -A. 2.50 Sq.mm m 42.0 42.0 316.0 False None None False None False 13272.0 0 3684487 135106 None 3.4.5 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 8 Way Each 261.0 261.0 16.0 False None None False None False 4176.0 0 3684488 135106 None 3.5.5 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate withrequired nos. of machine screws, bolts nuts etc., complete onthe existing metal/PVC box 8 Way Each 284.0 284.0 32.0 False None None False None False 9088.0 0 3684489 135106 None 3.6.1 Supply and fixing of Bakelite D.P/Socket/ switch with/without neon indicator over existing wood board or flush mounting in plastic plates/nitches as per IS 1293 and IS 3854 GROUP A 6A One Way Switchs Each 102.0 102.0 80.0 False None None False None False 8160.0 0 3684490 135106 None 3.6.3 Supply and fixing of Bakelite D.P/Socket/ switch with/without neon indicator over existing wood board or flush mounting in plastic plates/nitches as per IS 1293 and IS 3854 GROUP A 6A Three Way socket Each 171.0 171.0 16.0 False None None False None False 2736.0 0 3684491 135106 None 3.6.4 Supply and fixing of Bakelite D.P/Socket/ switch with/without neon indicator over existing wood board or flush mounting in plastic plates/nitches as per IS 1293 and IS 3854 GROUP A Stepped Fan Regulator Two Modul Each 357.0 357.0 32.0 False None None False None False 11424.0 0 3684492 135106 None 3.6.10 Supply and fixing of Bakelite D.P/Socket/ switch with/without neon indicator over existing wood board or flush mounting in plastic plates/nitches as per IS 1293 and IS 3854 GROUP A 6/16A Universal Socket Each 236.0 236.0 8.0 False None None False None False 1888.0 0 3684493 135106 None 6.3 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system. 48" Sweep (1200mm) Each 2984.0 2984.0 32.0 False None None False None False 95488.0 0 3684494 135106 None 11.3.2 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 greater than 80. Power Input: 220-240V@ 50/60Hz & Power factor greater than0.9 along with CE approved. 2 years Warranty against any manufacturing defectworking under standard electrical condition LED light fitting 1 x 4' - 20/22 W No 690.0 690.0 40.0 False None None False None False 27600.0 0 3684495 135106 None 11.11.5 Supplying & fixing of retrofit type - LED bulb . W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRIgreater than 70%. efficacy greater than80 lumen per W, lifegreater than 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF greater than 0.95, power loss should lesser than 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 12W Bulb No 269.0 269.0 8.0 False None None False None False 2152.0 0 3684496 135106 None 5.18.4 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 coatedpainting Made out of 14 SWG MS enclosure. Each 739.0 739.0 32.0 False None None False None False 23648.0 0 3684497 135106 None 5.19.3 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 8 Way SP & N Each 1492.0 1492.0 2.0 False None None False None False 2984.0 0 3684498 135106 None 5.20.4 Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker (ELMCB) 240/450V upto 300mA sensitivity on existing wood/panel board 32-40 A 2 pole No 4559.0 4559.0 8.0 False None None False None False 36472.0 0 3684499 135106 None 51.05 Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified Bag 368.0 368.0 8.0 False None None False None False 2944.0 0 1722690274000 0 None None Buildings BORE WELL 343686.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3684500 135107 None V-5, Pg. No.140, Item.No:12.4 Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry borewell towords yeild test etc and complete Each 5552.4 5552.4 1.0 False None None False None False 5552.4 0 3684501 135107 None V-5 Pg. No.139, Item.No:12.1.1 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete Borewell depth of 0 to 50 m m 388.5 388.5 50.0 False None None False None False 19425.0 0 3684502 135107 None V-5 Pg. No.139, Item.No:12.1.2 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete Borewell depth of 50 to 100 m m 487.2 487.2 50.0 False None None False None False 24360.0 0 3684503 135107 None V-5 Pg. No.139, Item.No:12.1.3 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete Borewell depth of 100 to 150 m 517.65 517.65 50.0 False None None False None False 25882.5 0 3684504 135107 None V-5, Pg. No.143, Item.No:12.32 Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty m 2029.65 2029.65 18.0 False None None False None False 36533.7 0 3684505 135107 None V-5, Pg. No.113, Item.No:10.19 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 160mm dia., 6 kg/sqcm & class 3 m 648.9 648.9 150.0 False None None False None False 97335.0 0 3684506 135107 None V-5, Pg. No.95, Item.No:9.1.4 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 m 492.45 492.45 150.0 False None None False None False 73867.5 0 3684507 135107 None V-5, Pg. No.151, Item.No:13.11.5 Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For 3 HP 5.00 HP - 90 LPM @ 110 m 10 STG Outlet Dia - 2.00 Each 29518.65 29518.65 1.0 False None None False None False 29518.65 0 3684508 135107 None V-5, Pg. No.154, Item.No:13.22.2 Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. 1x3x2.5 m2 m 89.25 89.25 175.0 False None None False None False 15618.75 0 3684509 135107 None V-5, Pg. No.155, Item.No:13.23.2 Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOLDirect Online Starter 2) S-D- Star Delta Starter Each 10027.5 10027.5 1.0 False None None False None False 10027.5 0 3684510 135107 None V-5, Pg. No.155, Item.No:13.39 Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause Job 3937.5 3937.5 1.0 False None None False None False 3937.5 0 3684511 135107 None V-5, Pg. No.154, Item.No:13.25.2 Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments Size 65 mm Each 1627.5 1627.5 1.0 False None None False None False 1627.5 0 1722690274000 0 None None Buildings GeM Items Supply 112000.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3684512 135108 None GEM RATe Purpose Writing Mounting type Wall mounts Frame (All round framing) With Writing board placed on Core material and its backing material Top Surface materials (Used for white board surface) Steel Top surface material thickness 1.5 mm to 1.6 mm Frame material Anodized extruded aluminum alloy hollow section designation 63400 conforming to IS 1285 (With latest amendment) Core material N.A Core material thickness 9 mm Dimension (mm x mm) 1200 x 2400 PROUDCT ID : 5116877-46591856449 No 14000.0 14000.0 8.0 False None None False None False 112000.0 0 1722690274000 1 None None Buildings TOILET BLOCK 1465007.59 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3684513 135109 None V-1, Pg. No: 6 , Item.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 Cum 107.1 107.1 56.46 False None None False None False 6046.866 0 3684514 135109 None Volume -1 Page No.8 Item No.1.12 KPWD. DSR 2023 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work Cum 99.75 99.75 9.48 False None None False None False 945.63 0 3684515 135109 None V-1, Pg. No: 7, Item.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. Cum 279.3 279.3 16.94 False None None False None False 4731.342 0 3684516 135109 None V-1, Pg. No:7, Item.No:1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water,all materials,usage& all other appurtenaces required to complete the work Cum 497.7 497.7 30.09 False None None False None False 14975.793 0 3684517 135109 None V-2, Page No.9, Item No:5.1.1 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 5891.55 5891.55 14.91 False None None False None False 87843.0105 0 3684518 135109 None V-1, Page No:15 , Item.No:2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately).Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 18.53 False None None False None False 120961.0605 0 3684519 135109 None Volume -1 Page No.15 Item No. 2.2.2 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6560.4 6560.4 6.71 False None None False None False 44020.284 0 3684520 135109 None Vol-I S R Sl no. 1 a Page No. 111 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Foundation upto Plinth Isolated add 8 Percent Cum 524.83 524.83 6.08 False None None False None False 3190.9664 0 3684521 135109 None Vol-I S R Sl no. 9 Page no. 111 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70% Cum 4592.28 4592.28 0.63 False None None False None False 2893.1364 0 3684522 135109 None Vol-I S R Sl No. 2 Page no 111 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Plinth Beams of Building add 50% Cum 3319.57 3319.57 3.74 False None None False None False 12415.1918 0 3684523 135109 None V-1, Pg. No:16 , It.No:2.4.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 16.97 False None None False None False 112666.3755 0 3684524 135109 None Vol-I S R SL No. 9 Page No. 111 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70% Cum 4647.4 4647.4 1.65 False None None False None False 7668.21 0 3684525 135109 None Vol-I Sr Sl No. 14 Page No. 112 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts add 60% Cum 3983.49 3983.49 3.82 False None None False None False 15216.9318 0 3684526 135109 None Vol-I S R Sl no. 15 Page 112 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Roof Slabs add 50% Cum 3319.57 3319.57 7.76 False None None False None False 25759.8632 0 3684527 135109 None V-2, Pg. No:14, Item.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. Cum 8367.45 8367.45 18.71 False None None False None False 156554.9895 0 3684528 135109 None Volume -2 Page No.14 Item No. 6.14 KPWD. DSR 2023 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:3 (1 cement :3 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 Page No. 14 Item.no 6.14 KPWD. Volumn -2 DSR 2023-24 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. Sqm 1113.0 1113.0 33.31 False None None False None False 37074.03 0 3684529 135109 None Vol-II I No. 8.4.1 Page No. 41 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 339.15 339.15 39.96 False None None False None False 13552.434 0 3684530 135109 None Page No.42 Item no.8.9 KPWD. Volumn -2 DSR 2023-2 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge Sqm 404.25 404.25 204.5 False None None False None False 82669.125 0 3684531 135109 None Volume 2 Page No.42 Item No. 8.9 KPWD. DSR 2023-24 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge Sqm 404.25 404.25 132.01 False None None False None False 53365.0425 0 3684532 135109 None Page No.99 Item no. 12.13.1 KPWD. Volumn -2 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 Cum 103755.75 103755.75 0.1 False None None False None False 10375.575 0 3684533 135109 None Vol-II I No. 12.97.2 Page No. 112 Providing and fixing to existing door frames Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. 35 mm thickness Sqm 3816.75 3816.75 4.41 False None None False None False 16831.8675 0 3684534 135109 None Vol-II I No. 12.51 Page No. 104 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No 1066.8 1066.8 2.0 False None None False None False 2133.6 0 3684535 135109 None Vol-II I No. 12.93.2 Page No. 111 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) Size 62 x 125mmm m 802.2 802.2 34.2 False None None False None False 27435.24 0 3684536 135109 None Vol-II I No. 12.97.1 Page No. 112 Providing and fixing to existing door frames Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. 30 mm thickness Sqm 3364.2 3364.2 10.39 False None None False None False 34954.038 0 3684537 135109 None Vol-II I No. 11.11.1 Page No. 79 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kg 155.4 155.4 136.08 False None None False None False 21146.832 0 3684538 135109 None Vol-II I No. 11.30.1 Page No. 85 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. Sqm 957.6 957.6 6.48 False None None False None False 6205.248 0 3684539 135109 None Vol-II I No. 9.7.1 Page No. 60 Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding for Bathrooms: Toilet: Chemically exposed areas and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) with Acid and alkali resistant tile Sqm 1308.3 1308.3 37.84 False None None False None False 49506.072 0 3684540 135109 None Vol-II I No. 9.7.2 Page No. 60 Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding for Bathrooms: Toilet: Chemically exposed areas and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) with Acid and alkali resistant tile Sqm 1323.0 1323.0 81.51 False None None False None False 107837.73 0 3684541 135109 None Vol-II I No. 8.34.3 Page no. 47 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 52.5 52.5 12.96 False None None False None False 680.4 0 3684542 135109 None Vol-II I No. 8.33.3 Page No. 47 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. Sqm 145.95 145.95 12.96 False None None False None False 1891.512 0 3684543 135109 None Vol-II I No. 8.26 Page No. 45 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 g/l, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. Two coats on new work to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 84.0 84.0 162.95 False None None False None False 13687.8 0 3684544 135109 None Vol-II I No. 8.27 Page No. 45 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 55.65 55.65 162.95 False None None False None False 9068.1675 0 3684545 135109 None Vol-II I No. 8.31 Page No. 46 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 186.9 186.9 132.01 False None None False None False 24672.669 0 3684546 135109 None Vol-I I No. 2.11 a Page No. 18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Buildings t 93929.85 93929.85 3.18 False None None False None False 298696.923 0 3684547 135109 None Vol-II I No. 15.1 Page No. 149 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification Sqm 857.85 857.85 43.52 False None None False None False 37333.632 0 1722690274000 0 None None Buildings WATER SUPPLY 272914.65 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3684548 135110 None Vol-II I No. 13.32.1 Page No. 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc 15 mm nominal dia pipes m 324.45 324.45 30.0 False None None False None False 9733.5 0 3684549 135110 None Vol-II I No. 13.31.3 Page No, 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal dia Pipes m 333.9 333.9 60.0 False None None False None False 20034.0 0 3684550 135110 None Vol-II I No. 13.17.1 Page No. 120 Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore, 86 mm long, weighing not less than 88 g No 165.9 165.9 16.0 False None None False None False 2654.4 0 3684551 135110 None Vol-II I No. 13.19 Page No. 120 Concealed stop cock, 15 mm nominal bore, 108 mm long, weighing not less than 108 g No 211.05 211.05 6.0 False None None False None False 1266.3 0 3684552 135110 None Vol-II I No. 13.4.1 Page No. 117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore No 576.45 576.45 4.0 False None None False None False 2305.8 0 3684553 135110 None Vol-II I No. 14.7B Page no. 133 Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock Each 2410.8 2410.8 4.0 False None None False None False 9643.2 0 3684554 135110 None Vol-II I No. 13.20.2 Page No. 120 Providing and fixing PTMT pillar cock of approved quality and colour. 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 g No 329.7 329.7 4.0 False None None False None False 1318.8 0 3684555 135110 None Vol-II I No. 13.8.2.1 Page No. 118 Providing and fixing unplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore No 95.55 95.55 10.0 False None None False None False 955.5 0 3684556 135110 None Vol-II I No. 14.16A Page No. 134 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. Each 285.6 285.6 6.0 False None None False None False 1713.6 0 3684557 135110 None Vol-II I No. 14.31 Page No. 136 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete Each 1281.0 1281.0 2.0 False None None False None False 2562.0 0 3684558 135110 None Vol-II I No. 14.1.1 Page No. 131 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 Each 5128.2 5128.2 4.0 False None None False None False 20512.8 0 3684559 135110 None Vol-II I No. 14.3.1 Page No. 131 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid Each 6275.85 6275.85 2.0 False None None False None False 12551.7 0 3684560 135110 None Vol-II I no. 14.28.2.1 Page No. 136 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 32 mm dia Each 96.6 96.6 4.0 False None None False None False 386.4 0 3684561 135110 None Vol-II I No. 14.5.2 Page No. 132 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern Each 13590.15 13590.15 4.0 False None None False None False 54360.6 0 3684562 135110 None Vol-II I No. 10.8 Page No. 70 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 2928.45 2928.45 3.6 False None None False None False 10542.42 0 3684563 135110 None Volume -1 Page N0.6 Itm.no 1.5.1 KPWD. DSR 2023 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 Cum 313.95 313.95 76.05 False None None False None False 23875.8975 0 3684564 135110 None Volume -2 Page N0.14 Itm.no 6.8 KPWD. DSR 2023- Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 3.5 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Non modular bricks including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work Cum 8080.8 8080.8 4.14 False None None False None False 33454.512 0 3684565 135110 None Volume -2 Page N0.42 Itm.no 8.9 KPWD. DSR 2023- Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 404.25 404.25 63.2 False None None False None False 25548.6 0 3684566 135110 None Volume -2 Page N0.152 Itm.no 17.12 KPWD. DSR 20 Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete Sqm 974.4 974.4 6.89 False None None False None False 6713.616 0 3684567 135110 None Vol-II I No. 13.34 Page No. 123 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. Ltr 9.45 9.45 2000.0 False None None False None False 18900.0 0 3684568 135110 None Volume -5 Page N0.114 Itm.no 10.2.2 Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for: Pipes of SN4, 110mm dia. m 302.4 302.4 30.0 False None None False None False 9072.0 0 3684569 135110 None Vol-II I No. 13.42 Page No. 124 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : * 100 mm inlet and 100 mm outlet * Sand Cast Iron S&S as per IS::1729 Each 1202.25 1202.25 4.0 False None None False None False 4809.0 0 1722690274000 0 None None Buildings ELECTRICAL WORK 45572.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3684570 135111 None volume 6, page no 2 of 105 item no 1.1.2 Supplying heavy gauge PVC conduit pipe .2. mm dia.25.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 25 mm dia 2 mm thick m 81.0 81.0 40.0 False None None False None False 3240.0 0 3684571 135111 None Volume 6,page no 3 of 105 item no 1.7.1 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete. m 29.0 29.0 20.0 False None None False None False 580.0 0 3684572 135111 None Volume 6,page no 5 of 105 item no 2.2.1 Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2 X1.5Sq.mm Cable confirming to the GTP, with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet / gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block.complete for each outlet. GROUP short point up to 3 mtr from tapping point out let via switch Point 269.0 269.0 4.0 False None None False None False 1076.0 0 3684573 135111 None Volume 6, page no 5 of 105 item no 2.2.2 Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2 X1.5Sq.mm Cable confirming to the GTP, with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet / gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block.complete for each outlet. GROUP Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch Point 379.0 379.0 6.0 False None None False None False 2274.0 0 3684574 135111 None Volume 6, page no 5 of 105 item no 2.2.3 Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2 X1.5Sq.mm Cable confirming to the GTP, with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet / gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block.complete for each outlet. GROUP long above 6 mtr up to 10 mtr from tapping point to out let via switch Point 555.0 555.0 2.0 False None None False None False 1110.0 0 3684575 135111 None page no 8 of105 item no 3.1.2 Supplying 6A flush type socket and 6 amps flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3654 6 amps 3/5 way Each 147.0 147.0 2.0 False None None False None False 294.0 0 3684576 135111 None Volume 6, page no 8 of105 item no 3.4.6 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 10-12 way Each 319.0 319.0 2.0 False None None False None False 638.0 0 3684577 135111 None Volume 6, page no 8 of105 item no 3.4.3 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 4-5 way Each 177.0 177.0 6.0 False None None False None False 1062.0 0 3684578 135111 None Volume 6,page no 8 of 105 item no 3.5.3 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 4 modular Each 175.0 175.0 6.0 False None None False None False 1050.0 0 3684579 135111 None Volume 6, page no 8 of105 item no 3.5.6 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. 12 module Each 344.0 344.0 2.0 False None None False None False 688.0 0 3684580 135111 None Volume 6, page no 18 of 105 item no 5.19.8 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. 8 Way SP & N Each 1854.0 1854.0 2.0 False None None False None False 3708.0 0 3684581 135111 None Volume 6, page no 17 of 105 item no 5.18.1 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.6-32 amps SP Each 415.0 415.0 4.0 False None None False None False 1660.0 0 3684582 135111 None Volume 6, page no17of 105 item no 5.18.4 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.6-32 A DP Each 739.0 739.0 2.0 False None None False None False 1478.0 0 3684583 135111 None Volume 6, page no 5 of 105 item no 2.3.3 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming latest amanment 2.5 sq mm m 42.0 42.0 40.0 False None None False None False 1680.0 0 3684584 135111 None Volume 6, page no 5 of 105 item no 2.3.4 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming latest amanment 4. sq mm m 63.0 63.0 60.0 False None None False None False 3780.0 0 3684585 135111 None Volume 6, page 56 of 105 iteme no 13.7.1 Fixing all types and all capacities of fluorescent / false ceiling / spot light / CFL / LED fittings indoor on the wall / ceiling / rafters / girders using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps. Each 122.0 122.0 4.0 False None None False None False 488.0 0 3684586 135111 None Volume 6, page no 30 of 105 item no 6.2.1 Supplying exhaust fan of 1440 RPM of 300mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply. Each 2969.0 2969.0 6.0 False None None False None False 17814.0 0 3684587 135111 None Volume 6, page no 57 of 105 item no 13.14 Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 amps. ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire. Each 492.0 492.0 6.0 False None None False None False 2952.0 0 1722690274000 1 None None Buildings SEPTIC TANK & SOAKWAY 213669.9 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3684588 135112 None V-1, Pg. No: 8 , Item.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 Cum 107.1 107.1 36.74 False None None False None False 3934.854 0 3684589 135112 None V-1, Pg. No:7, Item.No:1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water,all materials,usage& all other appurtenaces required to complete the work Cum 497.7 497.7 2.95 False None None False None False 1468.215 0 3684590 135112 None V-1, Page No:15 , Item.No:2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately).Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 4.72 False None None False None False 30811.452 0 3684591 135112 None V-1, Pg. No:17 , Item.No:2.4.3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6652.8 6652.8 3.17 False None None False None False 21089.376 0 3684592 135112 None Vol-I S R Sl No 15 Page No. 111 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Roof Slab 50% Cum 3326.4 3326.4 3.17 False None None False None False 10544.688 0 3684593 135112 None VOL-1 Item No. 2.11 ( a.) Page. No. 18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. t 93929.85 93929.85 0.25 False None None False None False 23482.4625 0 3684594 135112 None V-2, Pg. No:13, Item.No:6.4 Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work Cum 9094.05 9094.05 9.09 False None None False None False 82664.9145 0 3684595 135112 None V-2, Pg. No:42, Item.No:8.6.2 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 450.45 450.45 63.3 False None None False None False 28513.485 0 3684596 135112 None V-5, Pg. No:187, It.No:16.1.2 Supplying, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing.150 mm dia. pipes m 610.05 610.05 15.0 False None None False None False 9150.75 0 3684597 135112 None Vol-5 I No. 16.23.1 Page No. 196 Providing and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances. complete. Medium Duty Set 2009.7 2009.7 1.0 False None None False None False 2009.7 0 1722690274000 0 None None Buildings KKRDB NAME BOARD 6000.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3684598 135113 None Approved Rate KKRDB NAME 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 1722690274000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1722690274000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by any State Government / Government of India /Union Territory. None 1722690274000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of kppp portal on or before the last date and time of bid submission. None 1722690274000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidders end. None 1722690274000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1722690274000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder. None 1722690274000 0 None None ELIGIBILITY As per Karnataka State Government order No.LD/300/LET/2006 Bangalore Dated 01.01.2007 and Government Letter No.PW/134/BMS/2007 Dated 27.7.2007, a sum amounting to 1%of the bill amount will be deducted towards Construction Labour Welfare fund. None 1722690274000 0 None None ELIGIBILITY The Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government Orders. None 1722690274000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1722690274000 0 None None ELIGIBILITY The Tenderer shall obtain the workdone certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer (District Level Officer) and scan the Original Certificate and attach the scanned file to the Bid. The Original Certificate/Certificates shall be produced at the time of opening of technical Bids for physical verification. None 1722690274000 0 None None ELIGIBILITY Financial Year will be reckoned as the period between first day of April and Thirty first day of March of succeeding year(both days inclusive). None 1722690274000 0 None None ELIGIBILITY The Tenderer shall scan the Original Ownership Documents/ Lease/ Hire commitment Agreement for the Machinery and attach the scanned file to the Bid. The Original Documents shall be produced at the time of opening of technical Bids for physical verification. None 1722690274000 0 None None ELIGIBILITY The tenderer shall note that the scanned Documents can also be uploaded in the tasks created under Document/Evidence Required from the Bidder None 1722690274000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason. None 1722690274000 0 None None ELIGIBILITY The defect liability period for this work is 365 days None 1722690274000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing kppp portal. None 1722690274000 0 None None ELIGIBILITY The rates of all the items appeared in Bill of Quantities are inclusive of all leads and lifts None 1722690274000 0 None None ELIGIBILITY The contractor shall bound to comply the prevailing rules and regulations with regard to the EPF rules and any modifications before and after execution of agreement None 1722690274000 0 None None ELIGIBILITY After the award of the contract, the contractor has to furnish the details in respect of labour employed and the EPF details for this work in every RA bill. None 1722690274000 0 None None ELIGIBILITY Bidders are advised to note that , 18% GST will be added to the contract amount. None 1722690274000 0 None None ELIGIBILITY Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24 in the Technical Qualification Criteria mentioned in the next section. None 1722690274000 0 None None ELIGIBILITY The bidder should mention the UDIN No on the turnover certificate, failing which bid is rejected. None 1722690274000 0 None None ELIGIBILITY If the bidder uploaded the false document while participating in the tender, the bidder will be responsible and action will be initiated as per the tender clause. None 1722690274000 0 None None ELIGIBILITY The work should be completed in 09 (Nine) Months ( including monsoon) None 1722690274000 0 None None ELIGIBILITY The star rates inrespect of specified materials ( Cement, Steel and Bitumen) shall be payable as per CIRCULAR NO.PWD 159 CRM 2009 Bangalore Dated 30.09.2010 None 1722690274000 0 None None ELIGIBILITY In respect of work costing more than Rs. 1.00 crore, the contractor shall establish field laboratory at his cost with requisite equipment or as stipulated in the Agreement. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2018-19, 2019-20, 2020-21, 2021-22 & 2022-23 a) Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 220.58lakhs 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 his name should have in the last five years i.e., 2018-19, 2019-20, 2020-21, 2021-22 & 2022-23 b) Satisfactorily completed, as prime contractor, at least one similar work such as Building Work of value not less than Rs. 55.14Lakhs 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 his name should have in the last five years i.e., 2018-19, 2019-20 2020-21, 2021-22 & 2022-23 c) Executed in any one year, the following minimum quantities of work: 1) Earth wrok/Emb 761.00Cum, 2) PCC/RCC 271.00Cum 3) BBM/SSM 96.00Cum, 4) Plastering 1602.00Sqm 5) Flooring 356.08Sqm 6) TMT Steel 18.00 Tonne Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Total value of civil engineering construction works executed and payments received in the last five years 2018-19, 2019-20, 2020-21, 2021-22 & 2022-23 Past Experience None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover 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 work, if work is awarded. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Biodata of the personnel None None None None Liquid Assets and /or availability of credit facilities of no less than Rs. 36.76lakhs (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 None None None None Report on the financial standing of the Tenderer, such as profit and loss statements and auditors report for the last five years. Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None Latest Income Tax Clearance Certificate Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None Assessed Tender Capacity shall be more than the Tendered Amount Others Assessed Tender Capacity createdTs version createdDate modifiedDate documentName None None None None Others -- Assessement on the Letter Head of the Tenderer None None None None Constitutional or Legal Status of the Tenderer Others Legal Status createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None Information of the works for which Tender acceptance letters are received. Others New Works createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format-6 and Letter of Acceptance None None None None Information on works which are yet to be completed Others Pending work createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format-5 and Certificates in Format-3 None None None None Information of the works for which Tenderer has submitted Tender. Others Tendered works createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format-7 None None None None The proposed methodology and program of construction, backed with equipment planning and deployment, duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion. Others CPM/PERT createdTs version createdDate modifiedDate documentName None None None None Others -- CPM/PERT Chart None None None None Value at 2023-24 price level, of existing commitments and on-going works to be executed during the next 06 months(Financial commitment of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24), (Monthwise commitment shall be furnished). Others Committed Works createdTs version createdDate modifiedDate documentName None None None None Others -- Statement on the Letter head of the tenderer
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate with UDIN True Technical Bid PWD Contractors Registration certificate Class-III and Above True Technical Bid Similar nature of work done 50percent of APT True Technical Bid Line of Credit True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1722691062000 version 0 createdDate None modifiedDate None blockNumber o/o executive Engineer PWD Division Kalaburagi street None city KALABURAGI state Karnataka pin 585101
tenderRecallDTO	None