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noticeInvitingTenderDTO	createdTs 1724393477660 version 5 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 4580.00 emd 275000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 30-09-2024 17:30:00 tenderQueryClose 20-09-2024 11:00:00 technicalBidOpen 03-10-2024 11:00:00 publishedDate 31-08-2024 12:17:22 publishedByPost KSPHIDCL_EECNT_CNT_BNG publishedByUser KPE13762 - SHIVAPRAKASH G bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 10-09-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson SHIVAPRAKASH G splitEmdRequiredYn True emdBankGuarantee 175000.00 emdCash 100000.00 bgValidityPeriod 120 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08025584102 mobileNumber 7892672609 tenderSupplierList None
tenderSchedule	createdTs 1724393477695 version 9 createdDate None modifiedDate None tenderNumber KSPHIDCL/2024-25/BD/WORK_INDENT129 title CONSTRUCTION OF GRADE-5 RURAL POLICE STATION AT RANEBENNUR IN HAVERI DISTRICT description CONSTRUCTION OF GRADE-5 RURAL POLICE STATION AT RANEBENNUR IN HAVERI DISTRICT category WORKS categoryText Works ecv 18302150.37 deptName Karnataka State Police Housing and Infrastructure Development Corporation Limited status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 7550 locationName KSPHIDCL Contracts Section Bengaluru provisionalAmount 24700000.0 groupOverheadTotal 0.0 fileNumber PHC/CNT/BGM/TND/44/2024-25/WI-129
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1724393478000 1 None None Buildings CONSTRUCTION OF GRADE-5 RURAL POLICE STATION AT RANEBENNUR IN HAVERI DISTRICT 18302150.37 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3841301 146601 None Vol III 9 2.4 A Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Manual Means In area of light jungle 100 Sqm 1155.66 1155.66 7.5 False None None False None False 8667.45 0 3841302 146601 None Vol I 8 1.12 Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering leveling the ground for all works other than foundation depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shor ing, 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 other appurtenances required to complete the work In all kinds of soil upto 300 mm depth Cum 97.85 97.85 225.0 False None None False None False 22016.25 0 3841303 146601 None Vol I 8 1.14.1 Earth work excavation for Foundation by manual means for all Buildlings, Bridges, Retaining walls, Abutment Piers and such similar works as per drawing and technical Specifications, including setting out, pro viding 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 other appurtenances required to complete the work. In all kinds of soils Depth upto 1.5 m Cum 105.06 105.06 524.64 False None None False None False 55118.6784 0 3841304 146601 None Vol 2 4.1 Providing and injecting chemical emulsion for Pre constructional Anti Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. Lindane 20% E.C. @ 3.19 l m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. Sqm 121.54 121.54 226.3 False None None False None False 27504.502 0 3841305 146601 None Vol I 15 2.1.2 Providing and laying in position plain cement concrete Mix 1:4:8 M5 Using 40 mm and down size graded crushed coarse aggregates 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 Cum 5833.92 5833.92 136.2 False None None False None False 794579.904 0 3841306 146601 None Vol I 65 2.2.3 Providing and laying in position Reinforced cement concrete M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates 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 Cum 6721.86 6721.86 42.15 False None None False None False 283326.399 0 3841307 146601 None Vol I 16 2.5.2 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 finsishing concrete structure in line, 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 and down size graded crushed coarse aggregates Ground Floor Cum 11982.09 11982.09 19.22 False None None False None False 230295.7698 0 3841308 146601 None Vol I 16 2.5.2 b First Floor Cum 12101.91 12101.91 7.11 False None None False None False 86044.5801 0 3841309 146601 None Vol I 16 2.5.2 c Second Floor Cum 12221.73 12221.73 4.49 False None None False None False 54875.5677 0 3841310 146601 None Vol II 9 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 6391.15 6391.15 54.82 False None None False None False 350362.843 0 3841311 146601 None Vol I 7 1.9 Filling available excavated earth excluding rock in trenches, plinth, sides of foundations and other similar works etc. in layers not exceed ing 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 273.98 273.98 310.83 False None None False None False 85161.2034 0 3841312 146601 None Vol I 1.11 Filling approved 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 445.99 445.99 284.37 False None None False None False 126826.1763 0 3841313 146601 None Vol II 16 2.4.3 Providing and laying in position Reinforced cement concrete M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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 formwork to be paid separately for Plinth beam Cum 9789.12 9789.12 36.86 False None None False None False 360826.9632 0 3841314 146601 None Vol II 14 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. Ground Floor Cum 8208.07 8208.07 64.07 False None None False None False 525891.0449 0 3841315 146601 None Vol II 14 6.8 b First Floor Cum 8290.15 8290.15 51.59 False None None False None False 427688.8385 0 3841316 146601 None Vol II 14 6.8 c Second Floor Cum 8372.23 8372.23 40.95 False None None False None False 342842.8185 0 3841317 146601 None Vol II 14 6.15 15 6.16 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 1:4 1 cement :4 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. Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. Ground Floor Sqm 1161.84 1161.84 176.92 False None None False None False 205552.7328 0 3841318 146601 None Vol II 14 6.15 15 6.16 b First Floor Sqm 1173.46 1173.46 169.52 False None None False None False 198924.9392 0 3841319 146601 None Vol II 14 6.15 15 6.16 c Second Floor Sqm 1185.08 1185.08 98.01 False None None False None False 116149.6908 0 3841320 146601 None Vol I 15 2.1.4 Providing and laying in position plain cement concrete Mix 1:3:6 M10 Using 20 mm and down size graded crushed coarse aggregates 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 Ground Floor Cum 6595.62 6595.62 2.05 False None None False None False 13521.021 0 3841321 146601 None Vol I 15 2.1.4 b First Floor Cum 6661.57 6661.57 1.88 False None None False None False 12523.7516 0 3841322 146601 None Vol I 15 2.1.4 c Second Floor Cum 6727.53 6727.53 1.76 False None None False None False 11840.4528 0 3841323 146601 None Vol I 17 2.5.2 Providing and laying in position Reinforced cement concrete M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates, 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 finsishing concrete structure in line, 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 for Staircase, Lintels and Beams Ground Floor Cum 11277.26 11277.26 5.37 False None None False None False 60558.8862 0 3841324 146601 None Vol I 17 2.5.2 II Beams Cum 11277.26 11277.26 13.62 False None None False None False 153596.2812 0 3841325 146601 None Vol I 17 2.5.2 III Staircase Cum 10572.44 10572.44 3.08 False None None False None False 32563.1152 0 3841326 146601 None Vol I 17 2.5.2 Providing and laying in position Reinforced cement concrete M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates, 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 finsishing concrete structure in line, 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 for Staircase, Lintels and Beams First Floor Cum 11390.04 11390.04 5.94 False None None False None False 67656.8376 0 3841327 146601 None Vol I 17 2.5.2 II Beams Cum 11390.04 11390.04 9.64 False None None False None False 109799.9856 0 3841328 146601 None Vol I 17 2.5.2 III Staircase Cum 10678.16 10678.16 3.08 False None None False None False 32888.7328 0 3841329 146601 None Vol I 17 2.5.2 Providing and laying in position Reinforced cement concrete M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates, 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 finsishing concrete structure in line, 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 for Staircase, Lintels and Beams Second Floor Cum 11502.81 11502.81 2.95 False None None False None False 33933.2895 0 3841330 146601 None Vol I 17 2.5.2 II Beams Cum 11502.81 11502.81 5.08 False None None False None False 58434.2748 0 3841331 146601 None SR 2018 19 15 4.21 KSRB 4 2.12: Extra for providing throating or drip moulding to R.C.C. chajja with plastering labour charges only as per specifications. Specification No. KBS Ground Floor m 33.99 33.99 46.0 False None None False None False 1563.54 0 3841332 146601 None SR 2018 19 15 4.21 b First Floor m 33.99 33.99 53.3 False None None False None False 1811.667 0 3841333 146601 None SR 2018 19 15 4.21 c Second Floor m 33.99 33.99 27.9 False None None False None False 948.321 0 3841334 146601 None vol II 8.16a KSRB 4 5: Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20cms c to c both horizontally and vertially fixing chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials, labour, providing and removing from work HOM of machineries, curing, complete as per specifications. Specification No. KBS First Floor Sqm 1275.14 1275.14 35.25 False None None False None False 44948.685 0 3841335 146601 None SR 2018 19 20 4.55 Providing and fixing RCC slabs 5 cms thick for wall shelves with 12mm and down size jelly cement concrete design mix M25 including CM 1:3 plaster finishing, curing etc., complete excluding cost of steel and fabrication charges Ground Floor Sqm 638.6 638.6 7.2 False None None False None False 4597.92 0 3841336 146601 None SR 2018 19 20 4.55 b First Floor Sqm 638.6 638.6 17.1 False None None False None False 10920.06 0 3841337 146601 None SR 2018 19 20 4.55 c Second Floor Sqm 638.6 638.6 22.68 False None None False None False 14483.448 0 3841338 146601 None SR 2018 19 20 4.54 Providing RCC loft atta 7.5cms thick withcement concrete design mix M25 using clean garnite or trap jelly of 20mm and down size with necessary rienforcement at 20cms centre to centre as per design including form work,centering ,curing,etc., complete inclusive of cost of steel and fabrication charges Ground Floor Sqm 445.99 445.99 12.6 False None None False None False 5619.474 0 3841339 146601 None SR 2018 19 20 4.54 b First Floor Sqm 445.99 445.99 12.44 False None None False None False 5548.1156 0 3841340 146601 None SR 2018 19 20 4.54 c Second Floor Sqm 445.99 445.99 11.34 False None None False None False 5057.5266 0 3841341 146601 None Vol I 17 2.5.2 Providing and laying in position Reinforced cement concrete M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates, 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 finsishing concrete structure in line, 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 for Roof slab Ground Floor Cum 10572.44 10572.44 39.45 False None None False None False 417082.758 0 3841342 146601 None Vol I 17 2.5.2 b First Floor Cum 10678.16 10678.16 33.24 False None None False None False 354942.0384 0 3841343 146601 None Vol I 17 2.5.2 c Second Floor Cum 10783.88 10783.88 18.67 False None None False None False 201335.0396 0 3841344 146601 None SR 18 19 13 15 4.5 4.25 KSRB 4 1.5: Providing and laying in position plain cementconcrete of mix M20 with OPC cement @ 300 kgs, with 20mm and down size graded granite metal coarse aggregate @0.69cum and fine aggregates @0.43cum, machine mixed, concrete laid in layers not exceeding 15cms. thick, well compacted, in foundation, plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 For Screed Concrete over roof. Ground Floor Cum 5696.93 5696.93 2.07 False None None False None False 11792.6451 0 3841345 146601 None SR 18 19 13 15 4.5 4.25 b First Floor Cum 5696.93 5696.93 8.77 False None None False None False 49962.0761 0 3841346 146601 None SR 18 19 13 15 4.5 4.25 c Second Floor Cum 5696.93 5696.93 9.33 False None None False None False 53152.3569 0 3841347 146601 None Vol II 42 8.9 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. Ground Floor Sqm 396.55 396.55 515.02 False None None False None False 204231.181 0 3841348 146601 None Vol II 42 8.9 b First Floor Sqm 400.52 400.52 245.07 False None None False None False 98155.4364 0 3841349 146601 None Vol II 42 8.9 c Second Floor Sqm 404.48 404.48 321.21 False None None False None False 129923.0208 0 3841350 146601 None Vol II 41 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 1 cement: 4 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. for inside walls Ground Floor Sqm 262.65 262.65 700.95 False None None False None False 184104.5175 0 3841351 146601 None Vol II 41 8.1.1 b First Floor Sqm 265.28 265.28 678.26 False None None False None False 179928.8128 0 3841352 146601 None Vol II 41 8.1.1 c Second Floor Sqm 267.9 267.9 248.45 False None None False None False 66559.755 0 3841353 146601 None Vol II 42 8.10 Providing 6 mm cement plaster with cement mortar 1:3 1 cement : 3 fine sand on concrete surface ceilings 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. Ground Floor Sqm 217.33 217.33 229.93 False None None False None False 49970.6869 0 3841354 146601 None Vol II 42 8.10 b First Floor Sqm 219.5 219.5 209.17 False None None False None False 45912.815 0 3841355 146601 None Vol II 42 8.10 c Second Floor Sqm 221.68 221.68 100.32 False None None False None False 22238.9376 0 3841356 146601 None Vol II 41 8.2.1 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 1 cement: 4 fine sand including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer in charge. Ground Floor Sqm 303.85 303.85 79.8 False None None False None False 24247.23 0 3841357 146601 None Vol II 41 8.2.1 b First Floor Sqm 306.89 306.89 78.86 False None None False None False 24201.3454 0 3841358 146601 None Vol II 41 8.2.1 c Second Floor Sqm 309.93 309.93 110.29 False None None False None False 34182.1797 0 3841359 146601 None Vol II 63 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm average thick base of cement mortar 1:4 1 cement : 4 coarse sand laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer in Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. Ground Floor Sqm 2937.56 2937.56 44.61 False None None False None False 131044.5516 0 3841360 146601 None Vol II 63 9.24 b First Floor Sqm 2966.94 2966.94 24.42 False None None False None False 72452.6748 0 3841361 146601 None Vol II 61 9.17.2 Providing and laying Vitrified tiles in different sizes thickness to be specified by manufacturer , with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours shade, over 12 mm thick bed of cement mortar 1:3 1 cement: 3 coarse sand , jointing with grey cement slurry @ 3.3 kg m2 including grouting the joint with white cement matching pigments etc. complete. Size of Tile 600x600 mm Ground Floor Sqm 1210.25 1210.25 184.51 False None None False None False 223303.2275 0 3841362 146601 None Vol II 61 9.17.2 b First Floor Sqm 1222.35 1222.35 166.88 False None None False None False 203985.768 0 3841363 146601 None Vol II 61 9.17.2 c Second Floor Sqm 1234.46 1234.46 43.73 False None None False None False 53982.9358 0 3841364 146601 None Vol II 60 9.11 61 9.14 Providing and laying Ceramic glazed floor tiles of size 300x300 mm thickness to be specified by the manufacturer , of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 1 Cement : 4 Coarse sand , jointing with grey cement slurry @ 3.3 kg m2 including pointing the joints with white cement and matching pigments etc., complete. for Ceramic Tiles of size 30x30cms Fixing glazed Ceramic Vitrified floor tiles with cement based high polymer modified quick set tile adhesive Water based conforming to IS: 15477, in average 3mm thickness. Ground Floor Sqm 1279.26 1279.26 21.16 False None None False None False 27069.1416 0 3841365 146601 None Vol II 60 9.11 61 9.14 b First Floor Sqm 1292.05 1292.05 19.0 False None None False None False 24548.95 0 3841366 146601 None Vol II 60 9.11 61 9.14 c Second Floor Sqm 1304.85 1304.85 27.72 False None None False None False 36170.442 0 3841367 146601 None Vol II 65 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. Ground Floor Sqm 1492.47 1492.47 79.8 False None None False None False 119099.106 0 3841368 146601 None Vol II 65 9.39 b First Floor Sqm 1507.39 1507.39 77.42 False None None False None False 116702.1338 0 3841369 146601 None Vol II 65 9.39 c Second Floor Sqm 1522.32 1522.32 110.29 False None None False None False 167896.6728 0 3841370 146601 None Vol II 85 11.34B Providing and fixing M.S. grills of required pattern in frames of win dows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings wooden frames with rawl plugs screws etc. Kgs 188.49 188.49 2222.14 False None None False None False 418851.1686 0 3841371 146601 None Vol II 83 11.28 Providing and fixing stainless steel Grade 304 railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature wherever required and fitting the same with necessary stainless steel nuts and bolts complete, i c fixing the railing with necessary accessories stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer in charge, for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc. including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in Charge. Kgs 581.95 581.95 163.08 False None None False None False 94904.406 0 3841372 146601 None Vol II 99 12.11 Providing Honne 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. Ground Floor Cum 142216.22 142216.22 0.7 False None None False None False 99551.354 0 3841373 146601 None Vol II 99 12.11 b First Floor Cum 143638.38 143638.38 0.69 False None None False None False 99110.4822 0 3841374 146601 None Vol II 99 12.11 c Second Floor Cum 145060.54 145060.54 0.57 False None None False None False 82684.5078 0 3841375 146601 None Vol II 105 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. Nos 1046.48 1046.48 37.0 False None None False None False 38719.76 0 3841376 146601 None Vol II 106 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets core veneer hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 part I 1991. from manufacturer complete as per spcification. do 35 mm thick both side Teak Ground Floor Sqm 4667.96 4667.96 11.99 False None None False None False 55968.8404 0 3841377 146601 None Vol II 106 12.57.4 b First Floor Sqm 4714.64 4714.64 11.99 False None None False None False 56528.5336 0 3841378 146601 None Vol II 106 12.57.4 c Second Floor Sqm 4761.32 4761.32 6.15 False None None False None False 29282.118 0 3841379 146601 None Vol II 106 12.57.1 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets core veneer hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 part I 1991. from manufacturer complete as per spcification. do 30 mm thick both side Teak Ground Floor Sqm 4164.29 4164.29 7.18 False None None False None False 29899.6022 0 3841380 146601 None Vol II 106 12.57.1 b First Floor Sqm 4205.93 4205.93 7.18 False None None False None False 30198.5774 0 3841381 146601 None Vol II 106 12.57.1 c Second Floor Sqm 4247.58 4247.58 11.48 False None None False None False 48762.2184 0 3841382 146601 None Vol II 111 12.90 Providing fixing of 3 track x 2 panel sliding windows made out of multi chambered UPVC Matching to RAL 9016 sections and with minimum TiO2 Titanium Dioxide at 6PHR with TPE Thermo Plastic Elastomer and lead free, gaskets grey colour having isolated drainage and reinforced with Galvanized Iron profile through out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware Multi point locking system with touch lock. Wall thickness of frame sash shall be of 2mm 2.5mm. Maximum possible size 2419mm x 2200mm. The cost is inclusive of all fixtures and separate charges for minor T Ps shall not be made Sqm 6936.02 6936.02 101.17 False None None False None False 701717.1434 0 3841383 146601 None Vol II 160 18.7 Design supply installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 Part III . The Suspended System held with Spider Fittings of SS 316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS 316 Grade Stainless steel Spider bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab beams by means of SS 316 Grade stainless steel brackets Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener anchor bolts, non staining weather sealants of approved make, Teflon nylon bushes and separators to prevent bi metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion seismic movements etc. The joints between glass panels 6 to 8 mm and gaps at the perimeter in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. Sqm 8190.56 8190.56 61.53 False None None False None False 503965.1568 0 3841384 146601 None Vol II 46 8.30 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work Two coats applied @ 1.43 ltr 10 m² over and including priming coat of exterior primer applied @ 2.20 kg 10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer in charge. Ground Floor Sqm 179.22 179.22 648.2 False None None False None False 116170.404 0 3841385 146601 None Vol II 46 8.30 b First Floor Sqm 181.01 181.01 335.31 False None None False None False 60694.4631 0 3841386 146601 None Vol II 46 8.30 c Second Floor Sqm 182.8 182.8 359.37 False None None False None False 65692.836 0 3841387 146601 None Vol II 50 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. Ground Floor Sqm 103.0 103.0 970.48 False None None False None False 99959.44 0 3841388 146601 None Vol II 50 8.51 b First Floor Sqm 104.03 104.03 946.52 False None None False None False 98466.4756 0 3841389 146601 None Vol II 50 8.51 c Second Floor Sqm 105.06 105.06 489.57 False None None False None False 51434.2242 0 3841390 146601 None Vol II 48 8.39 Wall painting with acrylic emulsion 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. for walls and ceiling Ground Floor Sqm 130.81 130.81 970.48 False None None False None False 126948.4888 0 3841391 146601 None Vol II 48 8.39 b First Floor Sqm 132.12 132.12 946.52 False None None False None False 125054.2224 0 3841392 146601 None Vol II 48 8.39 c Second Floor Sqm 133.43 133.43 489.57 False None None False None False 65323.3251 0 3841393 146601 None Vol I1 18 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 a Buildings Ground Floor Tonne 92140.71 92140.71 19.11 False None None False None False 1760808.9681 0 3841394 146601 None Vol I1 18 2.11a b First Floor Tonne 93062.12 93062.12 6.85 False None None False None False 637475.522 0 3841395 146601 None Vol I1 18 2.11a c Second Floor Tonne 93983.52 93983.52 3.91 False None None False None False 367475.5632 0 3841396 146601 None SR 28 19 268 37.30 Providing wall black boards in CM 1 3 with two coats of black paint including finishing etc complete. Each 795.16 795.16 24.0 False None None False None False 19083.84 0 3841397 146601 None vol II 50 8.55.1 Applying priming coats with primer of approved brand and manufacture, having low VOC Volatile Organic Compound content. With ready mixed pink or grey primer on wood work hard and soft wood having VOC content less than 50 grams litre as per specifications and as per directions of Engineer in charge. Sqm 57.68 57.68 67.16 False None None False None False 3873.7888 0 3841398 146601 None Vol II 48 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 118.45 118.45 67.16 False None None False None False 7955.102 0 3841399 146601 None Vol II 47 8.34.3 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 51.5 51.5 139.27 False None None False None False 7172.405 0 3841400 146601 None Vol II 48 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 118.45 118.45 139.27 False None None False None False 16496.5315 0 3841401 146601 None Vol III 53 8.3 Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade English and Roman cm 1.65 1.65 6750.0 False None None False None False 11137.5 0 3841402 146601 None 117 8.16.2 KSRB 15.8.2: Providing and fixing plaster mesh 150mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120gms per sqm width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. length of mesh only be measured for payment m 39.14 39.14 350.0 False None None False None False 13699.0 0 3841403 146601 None Vol II 64 9.25 Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M 30 grade made of C D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in charge. Sqm 824.0 824.0 9.5 False None None False None False 7828.0 0 3841404 146601 None 8.79 54 Vol 2 Providing grooves in plastering of walls 2.5 to 4 cms vide and to the required depth as per design and finished in CM 1:3 including curing etc., complete as per Specification. m 53.56 53.56 1578.0 False None None False None False 84517.68 0 3841405 146601 None 8.3.1 41 Vol 2 Providing 20 mm cement plaster of mix :1:4 1 cement: 4 fine sand to brick stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer in charge. For Flagging Sqm 364.62 364.62 159.21 False None None False None False 58051.1502 0 3841406 146601 None Dept Rate Plantation of fruit trees Nos 50.0 50.0 10.0 False None None False None False 500.0 0 3841407 146601 None Vol I 6 1.6.1 Water Supply Earth work excavation for pipelines cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth excluding rock in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m Cum 498.52 498.52 48.6 False None None False None False 24228.072 0 3841408 146601 None Vol II 122 13.33.3 Providing and fixing chorinated poly vinyl Chloride CPVC pipes 25 mm nominal OD pipe conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement the cost of cutting chases making good the same including testing of joints complete. Concealed work including cutting chases and making good walls m 304.88 304.88 20.0 False None None False None False 6097.6 0 3841409 146601 None Vol II 122 13.33.4 Providing and fixing Chorinated Poly Venyl Chloride CPVC pipes 32mm nominal OD pipes confirming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this including jointing of pipes and fittings with one step solvent cement, trenching, refilling testing of joints complete. external work m 383.16 383.16 25.0 False None None False None False 9579.0 0 3841410 146601 None Vol II 123 13.33.5 Providing and fixing Chorinated Poly Venyl Chloride CPVC pipes 40mm nominal OD pipes confirming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this including jointing of pipes and fittings with one step solvent cement, trenching, refilling testing of joints complete. external work m 491.31 491.31 120.0 False None None False None False 58957.2 0 3841411 146601 None Vol II 123 13.33.6 Providing and fixing Chorinated Poly Venyl Chloride CPVC pipes 50mm nominal OD pipes confirming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this including jointing of pipes and fittings with one step solvent cement, trenching, refilling testing of joints complete. external work m 742.63 742.63 120.0 False None None False None False 89115.6 0 3841412 146601 None Vol II 128 13.64.1 Providing and fixing Sewer SWR pipes, including all fittings, This includes jointing of pipes fittings with one step solvent cement, trenching, refilling testing of joints complete as per direction of Engineer in Charge.75mm nominal dia pipes m 297.67 297.67 20.0 False None None False None False 5953.4 0 3841413 146601 None Vol II 128 13.64.2 Providing and fixing Sewer SWR pipes, including all fittings, This includes jointing of pipes fittings with one step solvent cement, trenching, refilling testing of joints complete as per direction of Engineer in Charge. 110mm nominal dia pipes m 396.55 396.55 64.0 False None None False None False 25379.2 0 3841414 146601 None Vol II 128 13.64.2 Providing and fixing Sewer SWR pipes, including all fittings, This includes jointing of pipes fittings with one step solvent cement, trenching, refilling testing of joints complete as per direction of Engineer in Charge. 150mm nominal dia pipes m 791.04 791.04 45.0 False None None False None False 35596.8 0 3841415 146601 None NSR1 Providing and fixing in position Jaquar Hindware Parry ware or equivalent Short body cock tap of approved quality 20mm nominal bore including cost of all materials, labour and HOM of equipments with all lead, lift, loading, unloading HOM charges etc., complete as per specifications. and directions of the Engineer in charge of work. Each 1250.0 1250.0 6.0 False None None False None False 7500.0 0 3841416 146601 None NSR2 Providing and fixing in position Jaquar Hindware Parry ware or equivalent Long body cock tap of approved quality 20mm nominal bore including cost of all materials, labour and HOM of equipments with all lead, lift, loading, unloading HOM charges etc., complete as per specifications. and directions of the Engineer in charge of work. Each 1350.0 1350.0 4.0 False None None False None False 5400.0 0 3841417 146601 None NSR3 Providing and fixing in position Jaquar Hindware Parry ware or equivalent Angle stop cock of approved quality 20mm nominal bore including cost of all materials, labour and HOM of equipments with all lead, lift, loading, unloading HOM charges etc., complete as per specifications. and directions of the Engineer in charge of work. Each 1250.0 1250.0 11.0 False None None False None False 13750.0 0 3841418 146601 None NSR4 Providing and fixing in position Jaquar Hindware Parry ware or equivalent Two way bib cock of approved quality 20mm nominal bore including cost of all materials, labour and HOM of equipments with all lead, lift, loading, unloading HOM charges etc., complete as per specifications. and directions of the Engineer in charge of work. Each 1350.0 1350.0 4.0 False None None False None False 5400.0 0 3841419 146601 None NSR5 Providing and fixing in position Jaquar Hindware Parry ware or equivalent Pillar cock of approved quality 20mm nominal bore including cost of all materials, labour and HOM of equipments with all lead, lift, loading, unloading HOM charges etc., complete as per specifications. and directions of the Engineer in charge of work. Each 1250.0 1250.0 4.0 False None None False None False 5000.0 0 3841420 146601 None NSR6 Providing and fixing in position Jaquar Hindware Parry ware or equivalent Health faucet complete set of approved quality 20mm nominal bore including cost of all materials labour and HOM of equipments with all lead lift loading unloading HOM charges etc complete as per specifications and directions of the Engineer in charge of work Each 1350.0 1350.0 7.0 False None None False None False 9450.0 0 3841421 146601 None Vol II 123 13.34 KSRB 13 11 1 Providing and placing on terrace,polythene water storage tanks as per IS 12701 1996 manhole lid and suitable locking arrangements,making holes of suitable diameter for inlet,outlet and over flow pipes,including cost of allmaterials,labour,transport charges,HOM and testing complete as per specifications For 1000 litr capacity Specification No KBS 13.22 Ltr 9.27 9.27 2000.0 False None None False None False 18540.0 0 3841422 146601 None Vol II 126 13.55 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 600X850 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 line 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 600x 850 mm and 45 cm deep for pipe line with three or more inlets With common burnt clay non modular bricks of class designation 3.5 Nos 7623.03 7623.03 2.0 False None None False None False 15246.06 0 3841423 146601 None Vol II 126 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 3.5 Nos 5811.26 5811.26 5.0 False None None False None False 29056.3 0 3841424 146601 None Vol II 117 13.4.2 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality screwed end : 32mm dia Each 615.94 615.94 1.0 False None None False None False 615.94 0 3841425 146601 None Vol II 117 13.4.3 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality screwed end : 40 mm dia Each 723.06 723.06 1.0 False None None False None False 723.06 0 3841426 146601 None Vol II 135 14.23 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. Each 1188.62 1188.62 7.0 False None None False None False 8320.34 0 3841427 146601 None Vol II 131 14.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Each 5030.52 5030.52 4.0 False None None False None False 20122.08 0 3841428 146601 None Vol II 131 14.3.1 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 6156.31 6156.31 8.0 False None None False None False 49250.48 0 3841429 146601 None Vol II 132 14.7.5 White Vitreous China Angle back wash basin size 600 x 480 mm with single 15mm C.P. brass pillar tap Unit 2637.83 2637.83 11.0 False None None False None False 29016.13 0 3841430 146601 None Vol V A 31 224 HDPE Manhole 1.2 M dia 1m depth Nos 8549.0 8549.0 1.0 False None None False None False 8549.0 0 3841431 146601 None Vol II 136 14.31 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 1256.6 1256.6 11.0 False None None False None False 13822.6 0 3841432 146601 None Vol II 137 14.40.2 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g. Each 510.88 510.88 11.0 False None None False None False 5619.68 0 3841433 146601 None MR Providing 10cms dia PVC cowl with cap of approved 1 st quality and make conforming to ISI specifications and fixing in position as directed Rate includes cost of materials fixtures including conveyance charges to the work spot Nos. 51.5 51.5 3.0 False None None False None False 154.5 0 3841434 146601 None SR 18 19 90 12.111 Providing and fixing 7.5 cms to 15.00 cms dia NP grating 100 mm dia Each 154.5 154.5 5.0 False None None False None False 772.5 0 3841435 146601 None Vol II 127 13.59 Providing and fixing PVC S.W.R Nahani Trap 10cms x 10cms with all fitting arrangements all necessary accessories complete Nos 226.6 226.6 10.0 False None None False None False 2266.0 0 3841436 146601 None SR 18 19 97 13 81 1 Providing NP CP waste unions for 32mm dia conforming to ISI specifications and fixing them in position as per directions including cost of materials, fixtures and conveyance to work spot etc complete Each 123.6 123.6 5.0 False None None False None False 618.0 0 3841437 146601 None SR 18 19 269 37 36 1 Wall bores in size stone masonry upto 45 cm thick Each 312.09 312.09 10.0 False None None False None False 3120.9 0 3841438 146601 None SR 18 19 269 37 35 Wall bores in Brick masonry upto 45 cm thick Each 129.78 129.78 10.0 False None None False None False 1297.8 0 3841439 146601 None 2 2 3 15 Vol 1 Sump Tank Providing and laying in position Reinforced cement concrete M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates 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 Cum 7178.69 7178.69 22.9 False None None False None False 164392.001 0 3841440 146601 None 8 6.2 42 Vol 2 KSRB15 3.11 Providing 20mm thick cement plaster in single coat with cement mortar 1 4 to stone masonry concrete surface including rounding off corners wherever required smooth rendering, Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.KSRB15 4.5 Extra for providing and mixing waterproofing compound in cement plaster for stone masonry work at one kg per bag or in the proportion recommended by the manufacturers, for cement mortar 1 4, 20mm thick cost of materials complete as per specifications.Sl.No 15.19 15.27 P 111.2 Sqm 441.87 441.87 78.8 False None None False None False 34819.356 0 3841441 146601 None 7 3 85 Vol 5 Providing fixing 60 cms X 60 cms size MS inspection door with necessary MS frame made out of MS Angle of 50 mm X 50 mm X 6 mm and MS shutters of 3 mm thickness with hinges on top and locking arrangements painting etc complete for RCC Sump tank PRE SR 11 12 Nos 2204.02 2204.02 2.0 False None None False None False 4408.04 0 3841442 146601 None 7 1 2 85 Vol 5 Providing fixing MS ladder 45cms wide with 50 x 50 x 6 mm size angle iron and 20 mm MS bars at 25 cms C C with necessary support and angle iron of same section at braces, including fixing in ground with CC1 2 4 bed and two course of non poisonous anti corrosive PRE SR 11 12 I NO 6 P 44 Rmtr 4945.03 4945.03 3.0 False None None False None False 14835.09 0 3841443 146601 None 13 56 127 Vol 2 Making soak pit 2.5 m diameter 3.0 m deep with 45 x 45 cm dry brick honey comb shaft with bricks and PVC S.W.R drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay non modular bricks of class designation 3.5 Nos 23714.72 23714.72 1.0 False None None False None False 23714.72 0 3841444 146601 None 13 57 127 Vol 2 Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including PVC S.W.R drain pipe 100 mm diameter and 1.20 m long complete as per standard design Nos 2907.69 2907.69 1.0 False None None False None False 2907.69 0 3841445 146601 None Vol V 140 12 4 Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or PWSS by vertical electrical sounding by adopting Venner or Schlumbergerss 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 dditional 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 percent b Above 30 M 30 percent Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level 2 A sum of Rs 100 is to be deducted for Dry Borewell towards yield test etc complete Each 5562.9 5562.9 1.0 False None None False None False 5562.9 0 3841446 146601 None Vol V 139 12 2 1 Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc. for Above 300m of drilling add 10 percent for every 50m depth Up to 0.00 to 50.00 mtrs Mtr 324.45 324.45 50.0 False None None False None False 16222.5 0 3841447 146601 None Vol V 139 12 2 2 Up to 50.00 to 100.00 mtr Mtr 406.35 406.35 50.0 False None None False None False 20317.5 0 3841448 146601 None Vol V 139 12 2 3 Up to 100.00 to 150.00 mtr Mtr 432.6 432.6 50.0 False None None False None False 21630.0 0 3841449 146601 None Vol V 143 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. Mtr 2029.65 2029.65 50.0 False None None False None False 101482.5 0 3841450 146601 None Vol II 112 Providing fixing in trenches Galvanised mild steel tools medium grade 50mm dia nominal doorwith all fittings earth work in trenches to be measured paid for seperately including cost of all materials. Labour charges.HOM of equipments and testing complete as per specifications Mtr 656.25 656.25 114.0 False None None False None False 74812.5 0 3841451 146601 None Vol II 116 13.6.4.1 Providing fixing Gun metal wheel valve confirming to IS specification of approved quality and make as per directions with all lead lift Nos 1140.3 1140.3 2.0 False None None False None False 2280.6 0 3841452 146601 None Vol II 491 Providing Fixing MS cap Nos 157.5 157.5 1.0 False None None False None False 157.5 0 3841453 146601 None Vol V 143 12.33 Providing Fixing MS collar Nos 157.5 157.5 25.0 False None None False None False 3937.5 0 3841454 146601 None Vol I 8 1.14.1 Compound Wall Earth work excavation by manual means for drains,canals and similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m Ordynary Soil Cum 105.06 105.06 23.14 False None None False None False 2431.0884 0 3841455 146601 None Vol I 8 1.15.1 Earth work excavation by manual means for drains,canals and similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m Ordynary soft rock without blasting Cum 373.89 373.89 5.79 False None None False None False 2164.8231 0 3841456 146601 None Vol I 15 2.2.3 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 M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates For Column footing Cum 7048.17 7048.17 6.21 False None None False None False 43769.1357 0 3841457 146601 None vol II 17 6.32 Providing and constructing load bearing wall with Solid Concrete blocksof size 400x200x200mm having block density more than 1800kg m3and minimum compressive strength of 4.00 N mm2 conforming to IS2185 Part I 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Sqm 1349.3 1349.3 108.9 False None None False None False 146938.77 0 3841458 146601 None Vol II 86 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings wooden frames with rawl plugs screws etc. Kgs 173.04 173.04 648.0 False None None False None False 112129.92 0 3841459 146601 None Vol I 15 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 and down size graded crushed coarse aggregates For coping window cills. Cum 6403.51 6403.51 0.82 False None None False None False 5250.8782 0 3841460 146601 None Vol II 47 8.33.3 Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :New work two coats including a coat of approved steel primer but excluding a coat of mordant solution 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 143.17 143.17 21.6 False None None False None False 3092.472 0 3841461 146601 None 3.11 18 Vol 3 Road Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8 10 t smooth wheeled roller, complete as per clause 310. Sqm 4.12 4.12 345.0 False None None False None False 1421.4 0 3841462 146601 None 3.6 17 Vol 3 Construction of Granular Sub Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading V Material Cum 507.79 507.79 103.5 False None None False None False 52556.265 0 3841463 146601 None 4.17 26 Vol 3 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver grader in sub base base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 2635.77 2635.77 35.19 False None None False None False 92752.7463 0 3841464 146601 None 4.1 V 23 Vol 3 Construction of Granular Sub Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading V Material Cum 2561.61 2561.61 35.19 False None None False None False 90143.0559 0 3841465 146601 None 20.29 138 Vol 3 21 22 Providing and constructing un reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 Grade coarse and fine aggregates conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design laid in approved fixed side formwork steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing , spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer in charge of the work. Cum 7042.11 7042.11 41.4 False None None False None False 291543.354 0 3841466 146601 None 176 22 8 1 PWD 18 19 DWD SR Providing groove cutting for width of 5mm to 1Omm and depth 80mm 100mm including cost of cutting machine, generator HOM including cost of blade, coolant etc including cleaning of groove providing sand and hot bitumen fillars, and filler metal etc.including cost of conveyance of all materials, labour, lead and lift charges and all other incidental charges as per drawing and as per specifications. for concrete pavement Mtr 139.05 139.05 158.5 False None None False None False 22039.425 0 3841467 146601 None 9.32 64 Vol 2 21 22 Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed average thickness and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications Sqm 1179.35 1179.35 115.0 False None None False None False 135625.25 0 3841468 146601 None 8.42.1 74 Vol 3 Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. The cost of PCC shall be paid extra 300 x 250 x 100 mm size Mtr 312.09 312.09 92.0 False None None False None False 28712.28 0 3841469 146601 None Vol II 175 17.1 RWH Supplying, filling, spreading leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads lifts, all complete as per direction of Engineer in charge. Cum 988.8 988.8 8.48 False None None False None False 8385.024 0 3841470 146601 None Vol V 121 10.14.25 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 110mm m 520.15 520.15 15.0 False None None False None False 7802.25 0 3841471 146601 None NSR7 Furniture Supply of High back chair with headrest cussion at seat and perfo at back with chrombase with gaslift mounted on casters with synchro mechanisum with adjustable handies as PI Room Nos 9800.0 9800.0 1.0 False None None False None False 9800.0 0 3841472 146601 None NSR8 Supply of visitor chair cussion at seating and backrest area with Ms framing PI Room Nos 4800.0 4800.0 3.0 False None None False None False 14400.0 0 3841473 146601 None NSR9 Supply of Manager table with a size of 1800 L x 750 h with 25mm thick Table top with 25mm thick leg with 18mm thick Medestry panel with side storage unit with a size of 900 L x 450x750 with draw at top and shetter at bottom whole unit mounted on levellers PI Room Nos 29800.0 29800.0 1.0 False None None False None False 29800.0 0 3841474 146601 None NSR10 Supply of Medium back chair with cussion at seat and perfo at back with nylon base with gaslift mounted on casters with synchro mechanism with adjustable handles at SI Room Nos 7500.0 7500.0 8.0 False None None False None False 60000.0 0 3841475 146601 None NSR11 Supply of working table with a size of 1500 L x900 W x7500 h with 25mm thick Table top with 18mm thick below table top leg and apron mounted on levellers at SI Room Single Pedestle Storage. Nos 24000.0 24000.0 4.0 False None None False None False 96000.0 0 3841476 146601 None NSR12 Supply of visitor chair cussion at seating and backrest area with Ms framing SI Room Nos 4800.0 4800.0 20.0 False None None False None False 96000.0 0 3841477 146601 None NSR13 Supply of reception table with a size of 1800 L x900 d x1050 h with beach colour at bottom and frosty white colour at top mounted on levellors Note wthout glass at top Nos 34000.0 34000.0 1.0 False None None False None False 34000.0 0 3841478 146601 None NSR14 Supply of Medium back chair with cussion at seat and perfo at back with nylon base with desaft mounted on casters with synchro mechanism with adjustable handles at Reception Nos 6500.0 6500.0 1.0 False None None False None False 6500.0 0 3841479 146601 None NSR15 Supply of Tandem chair of 3 seater with powder coated metal structure mounted on levellers. Nos 9800.0 9800.0 3.0 False None None False None False 29400.0 0 3841480 146601 None NSR16 Supply of computer table with size of 1200 L x600 d x750 h with 25mm thick with table top and 18mm thick below table top leg and apron with powder coated metal keyboard tray with CPL Trolly and pedastal unit with a size of 640 h x400 W x450 d wooden draw Nos 8500.0 8500.0 1.0 False None None False None False 8500.0 0 3841481 146601 None NSR17 Supply of medium back Computer Chair with cusion at seat and perfro at black with powder coated metal base mounted on bushes with adjustable handles Nos 6500.0 6500.0 1.0 False None None False None False 6500.0 0 3841482 146601 None NSR18 Traportation charges Nos 15000.0 15000.0 1.0 False None None False None False 15000.0 0 3841483 146601 None Vol 6 Part III Page 1 1.2.1 Electrical 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 m 66.0 66.0 565.0 False None None False None False 37290.0 0 3841484 146601 None Vol 6 Part III Page 1 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 25 mm dia 2 mm thick m 78.0 78.0 510.0 False None None False None False 39780.0 0 3841485 146601 None Vol 6 Part III Page 2 1.13 Supplying And Fixing Metal Fan Box with Round Hook. No 117.0 117.0 29.0 False None None False None False 3393.0 0 3841486 146601 None Vol 6 Part III Page 1 1.3.1 Supplying heavy gauge PVC Conduit Pipe .... dia mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 19 20 mm dia 2 mm thick m 68.0 68.0 380.0 False None None False None False 25840.0 0 3841487 146601 None Vol 6 Part III Page 1 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 upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 25 mm dia 2 mm thick m 79.0 79.0 260.0 False None None False None False 20540.0 0 3841488 146601 None Vol 6 Part III Page 17 5.19.11 Supplying and fixing regular MCB distribution boards on wall ood board flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase 3 phase single door with powder coated painting Made out of 14 SWG MS enclosure. Double Door 4 Way TP N Each 4038.0 4038.0 3.0 False None None False None False 12114.0 0 3841489 146601 None Vol 6 Part III Page 7 3.4.1 Supplying and flush mounting powder coated galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick Stone C.C wall 1 2 Way Each 138.0 138.0 52.0 False None None False None False 7176.0 0 3841490 146601 None Vol 6 Part III Page 7 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. Make Group "A" materials and as per the directions of Engineer in charge of the work.4 5 Way Each 177.0 177.0 6.0 False None None False None False 1062.0 0 3841491 146601 None Vol 6 Part III Page 7 3.4.4 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 6 Way Each 220.0 220.0 48.0 False None None False None False 10560.0 0 3841492 146601 None Vol 6 Part III Page 7 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 22.0 False None None False None False 5742.0 0 3841493 146601 None Vol 6 Part III Page 7 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 10 12 Way Each 319.0 319.0 14.0 False None None False None False 4466.0 0 3841494 146601 None Vol 6 Part III Page 4 2.2.1 Supplying and wiring adopting loop system in existing PVC Conduit casing capping casing capping using 2x1.5Sqmm Phase Neutral 1x1.0 sqmm Earth wire FRLS multi strand PVC insulated copper wire confirming to IS 694: and latest amendments without control switch shall be fixed on the existing plastic sheet gang box, the other end of the wires shall be terminated with sufficient loose length in a wood PVC round block.complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch box Point 269.0 269.0 40.0 False None None False None False 10760.0 0 3841495 146601 None Vol 6 Part III Page 4 2.2.2 Supplying and wiring adopting loop system in existing PVC Conduit casing capping casing capping using 2x1.5Sqmm Phase Neutral 1x1.0 sqmm Earth wire FRLS multi strand PVC insulated copper wire confirming to IS 694: and latest amendments without 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 3Mtr upto 6Mtr from tapping point to out let via switch box Point 379.0 379.0 45.0 False None None False None False 17055.0 0 3841496 146601 None Vol 6 Part III Page 4 2.2.3 Supplying and wiring adopting loop system in existing PVC Conduit casing capping casing capping using 2x1.5Sqmm Phase Neutral 1x1.0 sqmm Earth wire FRLS multi strand PVC insulated copper wire confirming to IS 694: and latest amendments without control switch shall be fixed on the existing plastic sheet gang box, the other end of the wires shall be terminated with sufficient loose length in a wood PVC round block.complete for each outlet. Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box Point 555.0 555.0 38.0 False None None False None False 21090.0 0 3841497 146601 None Vol 6 Part III Page 4 2.3.2 Wiring for lighting power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS 694:2010 1.5 mm2 m 26.0 26.0 980.0 False None None False None False 25480.0 0 3841498 146601 None Vol 6 Part III Page 4 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 694:2010 2.5 mm2 m 42.0 42.0 2800.0 False None None False None False 117600.0 0 3841499 146601 None Vol 6 Part III Page 4 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 694:2010 4 mm2 m 63.0 63.0 660.0 False None None False None False 41580.0 0 3841500 146601 None Vol 6 Part III Page 4 2.3.5 Wiring for lighting power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS 694:2010 6 mm2 m 92.0 92.0 380.0 False None None False None False 34960.0 0 3841501 146601 None Vol 6 Part III Page 7 3.5.1 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal PVC box. 1 to 2 Module Each 137.0 137.0 52.0 False None None False None False 7124.0 0 3841502 146601 None Vol 6 Part III Page 7 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 Module Each 175.0 175.0 6.0 False None None False None False 1050.0 0 3841503 146601 None Vol 6 Part III Page 7 3.5.4 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal PVC box. 6 Module Each 234.0 234.0 48.0 False None None False None False 11232.0 0 3841504 146601 None Vol 6 Part III Page 7 3.5.5 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal PVC box. 8 Module Each 284.0 284.0 22.0 False None None False None False 6248.0 0 3841505 146601 None Vol 6 Part III Page 7 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. 10 12 Module Each 344.0 344.0 14.0 False None None False None False 4816.0 0 3841506 146601 None Vol 6 Part III Page 8 3.6.1 Supplying and fixing of modular switch connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A One Way Switch Each 102.0 102.0 230.0 False None None False None False 23460.0 0 3841507 146601 None Vol 6 Part III Page 8 3.6.2 Supplying and fixing of modular switch connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Two Way Switch Each 166.0 166.0 8.0 False None None False None False 1328.0 0 3841508 146601 None Vol 6 Part III Page 8 3.6.3 Supplying and fixing of modular switch connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Three Way socket Each 171.0 171.0 101.0 False None None False None False 17271.0 0 3841509 146601 None Vol 6 Part III Page 8 3.6.4 Supplying and fixing of modular switch connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator Two Module Each 357.0 357.0 29.0 False None None False None False 10353.0 0 3841510 146601 None Vol 6 Part III Page 8 3.6.7 Supplying and fixing of modular switch connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 16A One Way Switch Each 180.0 180.0 12.0 False None None False None False 2160.0 0 3841511 146601 None Vol 6 Part III Page 8 3.6.10 Supplying and fixing of modular switch connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6 16A Universal Socket Each 236.0 236.0 12.0 False None None False None False 2832.0 0 3841512 146601 None Vol 6 Part III Page 9 3.14.7 Supplying And fixing replacing of 6 16 32A electrical accessories on existing switch board. 6A Batten Holder No 63.0 63.0 74.0 False None None False None False 4662.0 0 3841513 146601 None Vol 6 Part III Page 29 6.1 Supplying exhaust fan of 1440 RPM of 300 mm 12" size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply. Each 1492.0 1492.0 11.0 False None None False None False 16412.0 0 3841514 146601 None Vol 6 Part III Page 29 6.3.1 Supplying capacitor type ceiling fan complete with down rod blades,shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS 374 1979 and with double ball bearing system 48" Sweep 1200 mm Regular model Each 2984.0 2984.0 29.0 False None None False None False 86536.0 0 3841515 146601 None Vol 6 Part III Page 29 6.5.1 Supplying wall mounting fan suitable to operate at single phase 230v AC. supply. 300 mm Sweep Each 2492.0 2492.0 1.0 False None None False None False 2492.0 0 3841516 146601 None Vol 6 Part III Page 43 11.5.3 Supply of round square recess surface mounted rolling type LED Down light with W GU 10 LED Lamp Rib Fabricated from diecast aluminium with white powder coated prewired to mains connector has swivelling unit of aluminium die cast eye ball LED Lamp position retained by circular wire spring, with Life of 25000 burning hours 70% lumen maintenance with CRI 80. Power Input: 220 240V at 50 60Hz Power factor 0.9 along with CE approved. 2years Warranty against any manufacturing defect working under standard electrical condition LED square or round down light 15 18W No 1324.0 1324.0 4.0 False None None False None False 5296.0 0 3841517 146601 None Vol 6 Part III Page 42 11.3.2 Supplying of feet PVC Batten with integrated LED tube 20 22 W with high quality diffuser with Life of 25000 burning hours 70% lumen maintenance with CRI 80. Power Input: 220 240V at 50 60Hz Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 4' 20 22 W Each 690.0 690.0 48.0 False None None False None False 33120.0 0 3841518 146601 None Vol 6 Part III Page 46 11.11.7 Supplying fixing of retrofit type LED bulb W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI 70 percent efficacy 80 lumen per W, life 25000 burning hours and Compliance to IS 10322 IEC 60598, LM 79 LM 80. The LED are driven by HF electronic driver integrated in the system, with PF 0.95, power loss should 5% of lamp Wage., short circuit open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.18W, 6500K Each 426.0 426.0 26.0 False None None False None False 11076.0 0 3841519 146601 None Vol 6 Part III Page 55 13.7.1 Fixing all types and all capacities of fluorescent false ceiling spot light CFL LED fittings indoor on the wall ceiling rafters girders using 23 0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps.On wall ceiling Rafter Girders Each 122.0 122.0 52.0 False None None False None False 6344.0 0 3841520 146601 None Vol 6 Part III Page 56 13.10 Fixing a ceiling Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 0.0076 inch PVC insulated twin twisted copper wire and wiring. Each 171.0 171.0 30.0 False None None False None False 5130.0 0 3841521 146601 None Vol 6 Part III Page 56 13.12 Extra length of GI pipe of class B 19 mm dia for down rod. Mtr 197.0 197.0 16.0 False None None False None False 3152.0 0 3841522 146601 None Vol 6 Part III Page 56 13.14 Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 A. ceiling rose with sufficient length of 23 0.0076 inch PVC insulated twin core wire. Each 492.0 492.0 11.0 False None None False None False 5412.0 0 3841523 146601 None Vol 6 Part III Page 47 12.2.1 Supplying and fixing one of 230 volts Ding dong bell and a flush type bell push with gang box fixed on necessary wooden or rawl plugs using NF screws with Remote. Ding Dong Bell Each 246.0 246.0 2.0 False None None False None False 492.0 0 3841524 146601 None Vol 6 Part III Page 16 5.18.4 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 6 32 A DP Each 739.0 739.0 20.0 False None None False None False 14780.0 0 3841525 146601 None Vol 6 Part III Page 37 9.2.5 Supplying, erecting, testing commissioning of OFF LINE UPS system suitable for operation on 230V, 50Hz, A C supply, with all accessories complete and Excluding batteries and wiring complete.5 kVA OFF LINE UPS Each 39898.0 39898.0 1.0 False None None False None False 39898.0 0 3841526 146601 None Vol 6 Part III Page 38 9.5.9 Supplying, installation, testing commissioning of 12V DC, AH batteries in poly propylene container for U.P.S. Sealed maintenance free batteries. 150 AH capacity Each 15895.0 15895.0 6.0 False None None False None False 95370.0 0 3841527 146601 None CSR page 247 21.1.1 Vol 5 Water purification plants: Providing, Installation and Commissioning of automatic Water purification plant RO+UF with all accessories piping, product water tank on single phase power supply as per the enclosed detailed Technical Specifications including cost of material, loading and unloading and as directed by the Engineer in charge. Ref detailed specification enclosed seperatly . Note: 1.The above rates mentioned are only for the preparation of estimate purpose. 2. All items are to be of BSI NFS standards,with BSI NFS mark . 3. Tenders to be invited for procurement. 4. No direct payment should be made under any situation or condition or on any account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each components For 25 LPH : Cabin Type Each 25000.0 25000.0 1.0 False None None False None False 25000.0 0 3841528 146601 None Vol 6 Part III Page 8 3.6.11 Networking Supplying and fixing of modular switch connected accessories on existing modular switch plate as per IS 3854 and IS 1293. TV Telephone Socket Each 156.0 156.0 3.0 False None None False None False 468.0 0 3841529 146601 None Vol 6 Part III Page 8 3.06.12 Supplying and fixing of modular switch connected accessories on existing modular switch plate as per IS 3854 and IS 1293. RJ45 I.O Outlet Cat 6 Each 337.0 337.0 26.0 False None None False None False 8762.0 0 3841530 146601 None Vol 6 Part III Page 35 8.1 Supplying and drawing UTP CAT 6E LAN cable. m 38.0 38.0 970.0 False None None False None False 36860.0 0 3841531 146601 None Vol 6 Part III Page 35 8.2.2 Supplying and drawing PVC flexible one pair telephone unarmoured tinned copper cable. 2Pair m 21.0 21.0 120.0 False None None False None False 2520.0 0 3841532 146601 None Vol 6 Part III Page 35 8.3 Supplying and drawing PVC insulated gas injected physical foam jelly flooded co axial TV cable.RG 6. m 44.0 44.0 60.0 False None None False None False 2640.0 0 3841533 146601 None Vol 6 Part III Page 35 8.4.4 Supplying Fixing of switch mounting rack with power manager Cable manager. 12U with 450mm depth Each 8835.0 8835.0 1.0 False None None False None False 8835.0 0 3841534 146601 None Vol 6 Part III Page 35 8.9.2 Supplying fixing of Network Switches 24 Port Gigabyte manageable Each 41450.0 41450.0 1.0 False None None False None False 41450.0 0 3841535 146601 None Vol 6 Part III Page 35 8.10.1 Supplying fixing of I O socket with back box Single I O Each 490.0 490.0 26.0 False None None False None False 12740.0 0 3841536 146601 None Vol 6 Part III Page 36 8.11.3 Supplying Fixing of ... Mtrs Cat 6 Patch Cable. 3mtr Each 331.0 331.0 26.0 False None None False None False 8606.0 0 3841537 146601 None Vol 6 Part III Page 36 8.12.2 Supplying Fixing of Patch panel for LAN cabling. 24 Port 101100 patch panel Each 4100.0 4100.0 1.0 False None None False None False 4100.0 0 3841538 146601 None Vol 6 Part III Page 36 8.13.1 Supplying and fixing of MDF krone junction box with KRONE Module Telephone cable termination. 10 Pair m 345.0 345.0 1.0 False None None False None False 345.0 0 3841539 146601 None Vol 6 Part III Page 14 5.12.1 Paneling work Supplying of on load change over switches 4 poles, AC 23A Duty, 415V, 50Hz, AC Supply. With all accessories. SMEnclosure Sheet Metal Execution 63 A Each 6881.0 6881.0 1.0 False None None False None False 6881.0 0 3841540 146601 None Vol 6 Part III Page 16 5.15.9 Supplying and fixing Moulded Case Circuit Breaker MCCB over the existing wood panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuitwith adjustable thermal magnetic release, Micro processor release shall have Earth Fault as per IS IEC 60947 2 . Icu=100% lcs . In 4P MCCB, all Poles should have protection for Short Cicrcuit Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non Priority loads must be available in the MCCB. MCCB shall be provided with double insulation insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open . Multi pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism.100 A 25 kA Each 8487.0 8487.0 1.0 False None None False None False 8487.0 0 3841541 146601 None Vol 6 Part III Page 16 5.18.7 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 6 32 A TPN Each 1717.0 1717.0 8.0 False None None False None False 13736.0 0 3841542 146601 None Vol 6 Part III Page 17 5.21 Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay auto manual reset facility suitable to mount on DIN rail flush mounting on panel board. Each 9255.0 9255.0 1.0 False None None False None False 9255.0 0 3841543 146601 None Vol 6 Part III Page 18 5.29 Supplying, fixing and wiring 3 Phase Digital A mmeter Voltmeter Each 1425.0 1425.0 1.0 False None None False None False 1425.0 0 3841544 146601 None Vol 6 Part III Page 18 5.34 Supplying, fixing and wiring 50 5 to 400 5A 5VA burden Current Transformer Class 0.5 accuracy with Tape Wound. Each 562.0 562.0 3.0 False None None False None False 1686.0 0 3841545 146601 None Vol 6 Part III Page 18 5.38 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230 440VAC. 50 Hz 12 24V D.C. Each 515.0 515.0 3.0 False None None False None False 1545.0 0 3841546 146601 None Vol 6 Part III Page 19 5.40.1 Supplying ......... A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic FRP DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete 100 A 4 x 30 x 6 mm Aluminium Strips m 2465.0 2465.0 0.8 False None None False None False 1972.0 0 3841547 146601 None Vol 6 Part III Page 19 5.41.1 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron and M.S. Flat with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint 40 x 40 x 6 mm m 305.0 305.0 8.0 False None None False None False 2440.0 0 3841548 146601 None Vol 6 Part III Page 19 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 clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete 16 SWG cm 0.43 0.43 64000.0 False None None False None False 27520.0 0 3841549 146601 None Vol 6 Part III Page 2 1.9.2 Supplying PVC flexible conduit pipe mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely 25 mm m 22.0 22.0 18.0 False None None False None False 396.0 0 3841550 146601 None Vol 6 Part III Page 53 12.58.2 UG Cable GI strips for grounding connections, using necessary fixing materials as required.25 x 3 mm Copper strip m 82.0 82.0 24.0 False None None False None False 1968.0 0 3841551 146601 None Vol 6 Part III Page 53 12.56 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm allround the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia Nos 3510.0 3510.0 6.0 False None None False None False 21060.0 0 3841552 146601 None ESR 32.02 Vol 6 Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS 1554 Part 1 or IS 7098 Part 1, Armouring strip thickness in average +5% and resistivity 14 Ohms Kms Max as per IS 3975. 10 Sqmm, 2 Core, 9 GI Strips 4 x 0.8 mm Km 79232.0 79232.0 0.08 False None None False None False 6338.56 0 3841553 146601 None ESR 32.09 Vol 6 Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS 1554 Part 1 or IS 7098 Part 1, Armouring strip thickness in average +5% and resistivity 14 Ohms Kms Max as per IS 3975. 35 Sqmm, 3.5 Core, 14 GI Strips 4 x 0.8 mm Km 154062.0 154062.0 0.18 False None None False None False 27731.16 0 3841554 146601 None ESR 21.05 Vol 6 Laying of LT cable in Existing Trench GI pipe Stone Ware RCC Hume pipe using Wooden Aluminum Rollers as directed by the departmental staff. 2.5 to 25 Sqmm Km 20886.0 20886.0 0.08 False None None False None False 1670.88 0 3841555 146601 None ESR 21.06 Vol 6 Laying of LT cable in Existing Trench GI pipe Stone Ware RCC Hume pipe using Wooden Aluminum Rollers as directed by the departmental staff. 35 to 95 Sqmm Km 31139.0 31139.0 0.18 False None None False None False 5605.02 0 3841556 146601 None CSR Page 6 1.6.1 Vol 1 Earth work excavation for pipelines cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth excluding rock in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m m 484.0 484.0 80.0 False None None False None False 38720.0 0 3841557 146601 None ESR 63.04 Vol 6 Supplying and fixing of heavy duty Brass Cable Gland. 45 mm dia Each 197.0 197.0 4.0 False None None False None False 788.0 0 3841558 146601 None Vol 6 Part III Page 44 11.7.1 Street Light Supply of LED pole mounting type post top lantern with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate clear glass material, delivering superior light output. Rated life Burning Hrs 50000 hr@ Lumen Maintenance of 70%, CCT 5500K, IP 66 optical and electrical compartment impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection Min 5KV along with Over voltage Overload, short circuit miss wiring protection. Compatible for pole mounting with outer dia of 40 mm to 50 mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50 60Hz application. Compliance to IS 10322 IEC 60598, LM 79 LM 80 Adherence with RoHS. UL approved MCPCB LED Efficiency 130 lm w, nominal CRI 75. Luminaire manufacturer should have in house facility accredited by NABL CPRI any Government certified agency Design Development facility certified by ISO 9001:2008. Housing with supplier word mark name shall be Engraved Embossing on the die cast housing Body part Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer Cree Nichia Lumileds Osram make LED Source. LED Post Top Lantern with 25 W for gate Nos 6922.0 6922.0 2.0 False None None False None False 13844.0 0 3841559 146601 None Vol 6 Part III Page 45 11.8.3 Supply of 70 watts LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP66 optical and electrical compartment impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection Min 5KV along with Over voltage Overload, short circuit miss wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50 60Hz application. Compliance to IS 10322 IEC 60598, LM 79 LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with W System Power consumption. LED Efficiency 1301m w, nominal CRI 75. Luminaire manufacturer should have in house facility accredited by NABL CPRI any Government certified agency Design Development facility certified by ISO 9001:2008. Housing with supplier word mark name shall be Engraved Embossing on the die cast housing Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer Cree Nichia Lumileds Osram make LED Source. LED Streetlight 70W Each 5992.0 5992.0 6.0 False None None False None False 35952.0 0 3841560 146601 None Vol 6 Part III Page 55 13.1.1 Supplying and Fixing of mm dia class A GI pipe bracket upto 2ms long bent at suitable angle and fixing to this bracket street light fitting of all capacities to GI or GI or rail or RCC pole wall using suitable clamps, bolts, and nuts and wiring using suitable capacity wires.Using 25mm dia G.I.Pipe Each 978.0 978.0 6.0 False None None False None False 5868.0 0 3841561 146601 None Vol 6 Part III Page 10 4.2.7 Fabricating, supplying and erection of 9 m Top 70 mm and Bottom 155 mm diams long hot dip Galvanized Octagonal hot dip Pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m s for .......m Pole in single section and single joint welded as per IS 9595 IS10178AWS having dimensions bottom ..... mm , top.... mm with 3 mm thick, suitable base plate and 4Nos of ..... long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM A123 and 153 etc., excluding foundation as per drawing appended. Nos 19500.0 19500.0 1.0 False None None False None False 19500.0 0 3841562 146601 None Vol 6 Part III Page 45 11.9.2 Supply of LED Floodlight 100W luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate clear glass material, delivering superior light output Rated life Burning Hrs 50000 hr at Lumen Maintenance of 70%, CCT 5500K, IP 66 optical and electrical compartment impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection Min 5KV along with Over voltage Overload, short circuit miss wiring protection. Compatible for pole mauling with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100 V to 270V 50 60 Hz application. Compliance to IS 10322 IEC 60598, LM 79 LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with W System Power consumption. LED Efficiency 1301m w, nominal CRI 75. Luminaire manufacturer should have in house facility accredited by NABL CPRI any Government certified agency Design Development facility certified by ISO 9001 2008. Housing with supplier word mark name shall be Engraved Embossing on the die cast housing Body part Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer Cree Nichia Lumileds Osram make LED Source. Nos 9486.0 9486.0 4.0 False None None False None False 37944.0 0 3841563 146601 None CSR page 157 13.40.1 Vol 5 Pump Set Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latest amendments.2 HP, Size 65x50 Head 13M, Discharge 462 LPM Each 15610.0 15610.0 1.0 False None None False None False 15610.0 0 3841564 146601 None CSR page 152 13.8.7 Vol 5 Providing, Single Phase Submersible Pump Sets of 100mm dia 4 inch suitable for bore well confirming to IS 8034 2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete. 2.00 HP 1.5KW 18 STG Each 19698.0 19698.0 1.0 False None None False None False 19698.0 0 3841565 146601 None CSR page 156 13.32 Vol 5 Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. Job 6500.0 6500.0 1.0 False None None False None False 6500.0 0 3841566 146601 None CSR Page 154 13.22.2 Vol 5 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 amendments1x3x2.5 Sqm Mtr 85.0 85.0 198.0 False None None False None False 16830.0 0 3841567 146601 None CSR Page 155 13.23.1 Vol 5 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 DOL Direct Online Starter Upto 3 HP pumps Each 6500.0 6500.0 2.0 False None None False None False 13000.0 0 3841568 146601 None CSR Page 155 13.27.1 Vol 5 Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty C Class as per IS 1239 Part I 1990 with latest amendments with ISI Mark one end fitted with Heavy Duty collar and other end fitted with protective cover 50 mm Each 3050.0 3050.0 21.0 False None None False None False 64050.0 0 3841569 146601 None CSR Page 154 13.24.1 Vol 5 Supply and delivery at site of brand new best make gate valve as per IS 778 1984 with ISI Mark and as per its latest amendments 50 mm dia. No 1250.0 1250.0 2.0 False None None False None False 2500.0 0 3841570 146601 None CSR Page 154 13.25.1 Vol 5 Supply and delivery at site of brand new best makeNon return valve as per IS 778 1984 with ISI Mark and as per its latest amendments 50 mm dia. No 1250.0 1250.0 2.0 False None None False None False 2500.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1724393479000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1724393479000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1724393479000 1 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 1724393479000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1724393479000 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 1724393535000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contract value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder None 1724393554000 0 None None ELIGIBILITY The tender document is part and parcel of the agreement. None 1724393585000 0 None None ELIGIBILITY The intending bidders are requested to note that they should abide by the detailed instructions and conditions contained in the Tender documents and further modifications done if any None 1724393641000 0 None None ELIGIBILITY The bidder shall study the Tender document Carefully and quote the rates. None 1724393660000 0 None None ELIGIBILITY Drawings uploaded are only for Tender Purpose only None 1724393679000 0 None None ELIGIBILITY The bidder shall give an undertaking that they would abide by the provisions of employees provident fund and shall remit PF of labourers to the respective PF offices or else KSPH & IDCL have the right to deduct the work bills and remit the same to respective PF offices. None 1724393695000 0 None None ELIGIBILITY The contractor shall quote his rates inclusive of PF as per the applicable rate as issued by the PF department from time to time and if any variation occurs it shall be paid / refunded by / to the Corporation against documentary evidence None 1724393714000 0 None None ELIGIBILITY The successful bidder shall give an under taking that they would abide by the provisions of the Employees Provident Fund Act None 1724393725000 0 None None ELIGIBILITY Remittance towards PF shall be commensurate with the labour component of the work involved. None 1724393736000 0 None None ELIGIBILITY The Bidder shall remit PF of labourers to Bidders permanent PF code number only None 1724393748000 0 None None ELIGIBILITY The bidder should maintain register of labourers deployed and wages paid for the workers and shall produce the documents whenever called for by the competent authority. Remittance towards PF shall be commensurate with the labour component of the work involved. None 1724393761000 0 None None ELIGIBILITY The contractor shall obtain insurance coverage for all the workers deployed for this work None 1724393825000 0 None None ELIGIBILITY Corrigendum/modification/corrections, if any, will be published in the karnataka public procurement portal and www.ksphc.org web sites only. None 1724393924000 0 None None ELIGIBILITY Tender amount of Rs. 18302150.38 is inclusive of all applicable taxes, levies, duties and cess, Building Workers Welfare Cess etc., excluding GST None 1724393981000 0 None None ELIGIBILITY The rates quoted by the Contractor shall be deemed to be inclusive of all applicable taxes, levies, duties and cess, Building Workers Welfare Cess etc., excluding GST as applicable as per the latest Notifications of GoK and GoI prevailing as on the date of NIT. The Employer will perform such duties in regard to the deduction of such taxes at source as per applicable law. GST shall be paid to the tendered amount separately. The Contractor should submit the tax invoice along with RA Bills. None 1724394017000 0 None None ELIGIBILITY Further details of the work or any clarifications can be obtained from the office of the Executive Engineer(Contracts), KSPH & IDCL, Richmond Road, Bangalore 560025. Ph: 080-25584102 Extn - 130 / 114 / 117 None 1724394027000 0 None None ELIGIBILITY The bidder should furnish the documents relating to registration of GST None 1724394040000 0 None None ELIGIBILITY The bidder should furnish the valid address, phone number & e mail ID None 1724394059000 0 None None ELIGIBILITY The intended bidder shall visit the site & quote his offer accordingly and for having visited the site, they should upload the photos while submitting the tender. None 1724394152000 1 None None ELIGIBILITY Tenders must be accompanied by Earnest Money Deposit (EMD) of Rs. 2.75 Lakhs (Rupees Two Lakhs Seventy Five Thousand only), which may be paid fully through Karnataka Public Procurement Portal or Out of total EMD amount Rs. 1.00 lakh (Rupees One Lakh only) shall be paid online through Karnataka Public Procurement Portal using any of the following Payment Modes: Credit Card, Direct Debit, National Electronic Fund Transfer (NEFT), Over the Counter (OTC) and the balance amount of Rs. 1.75 Lakhs (Rupees One Lakh Seventy Five Thousand only) in the form of Bank Guarantee (BG) only issued from Nationalized/Scheduled Commercial Banks in the Name of C&MD, KSPH&IDCL, Bengaluru. The scan copy of the Bank Guarantee (BG) to be uploaded at the time of submission of bid documents and the original Bank Guarantee should be submitted to Office of the Executive Engineer (Contracts), KSPH & IDCL, No.59, Gen. K.S. Thimmayya Road, Bangalore 560025 On or before the Last date of receipt of tender and the non-compliance of the same leads to the rejection of the bid. None 1724394179000 0 None None ELIGIBILITY Bounded scanned hard copies are to be submitted duly marking the Page Nos. within 3 days after the last date of submission of the bid documents online to EE(Contracts), KSPH & IDCL, Bangalore. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None 1.3 of Section-3 Qualification Information: Work performed as Prime Contractor (in the same name) on works of similar nature over during the five years (2019-20 to 2023-24) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- The scanned original work experience certificate issued by not below the rank of Executive Engineer None None None None 1.4 of Section-3 : Quantities of work executed as prime contractor (in the same name) during the last five years (2019-20 to 2023-24) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- The scanned original work experience certificate issued by not below the rank of Executive Engineer None None None None 1.5 of Section-3 Qualification Information : Information on works for which Tenders have been submitted and works which are yet to be completed as on the date of this Tender : (A) Existing commitments and ongoing works & (B) Works for which Tenders already submitted Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- The scanned original work experience certificate issued by not below the rank of Executive Engineer None None None None 1.7 of Section-3: Qualification Information: Reports on the financial standing of the tenderer, such as profit and Loss statements and auditors reports for the last five years. (2019-20 to 2023-24) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Profit & Loss Statement from Registered Chartered Accountant None None None None 3.2- To qualify for award of this contract, each Tender in his/her/their name should have in the last five years i.e. 2019-20 to 2023-24): (b) Satisfactorily completed as prime contractor (at least 90% of the contract value), at least one similar nature of work of value not less than Rs.91.51 Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Work Done certificate issued not below the rank of an Executive Engineer or equivalent. None None None None ITT - 3.2 d) The Tenderer or his identified sub-contractor should possess required valid electrical license for executing building electrification works and should have executed similar electrical works totalling Rs.7.20 Lakhs in any one year Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Workdone certificate issued not below the rank of an Executive Engineer. In case of Sub Contractor licence & Consent letter also to be uploaded. None None None None 3.2 (e) The Tenderer or his identified subcontractor should possess valid license for executing water supply/sanitary engineering works and should have executed similar water supply/sanitary engineering works totaling Rs.2.54 Lakhs in any one year Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Workdone certificate issued not below the rank of an Executive Engineer. In case of Sub Contractor licence & Consent letter also to be uploaded. None None None None Be a Class-III & above Civil registered contractor of State PWDs / Central/MES/ Govt. Undertakings Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Valid Registration Certificate issued by respective Depts None None None None Be Registered with KSPH & IDCL Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Valid Registration Certificate issued by KSPHCL None None None None Income Tax returns & PAN Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Income Tax returns and PAN certificates None None None None Be Registered with GST Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Valid Registration Certificate issued by Competent Authority None None None None Be Registered with EPF Authorities Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- EPF Registration Certificate None None None None ITT 3.3 (c)- Each Tenderer should further demonstrate Liquid assets and /or availability of credit facilities of no less than Rs.50.00 Lakhs (Credit lines/ letter of credit/ certificates from Nationalized / Scheduled banks for meeting the fund requirement etc (Unconditional) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Letter of Credit Certificates from Nationalized / Scheduled banks for meeting the fund requirement None None None None ITT 3.2 - To qualify for award of this contract, each Tenderer / company in his / its name should have in the last five years i.e. 2019-20 to 2023-24 (c) Executed in any one year the minimum quantities of work executed (Please refer Tender Document) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Certificate issued from not below the rank of an Executive Engineer or equivalent. None None None None ITT 3.2 - To qualify for award of this contract, each Tenderer in his/her/their name should have in the last five years i.e. 2019-20 to 2023-24: (a) Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs.366.04 Lakhs. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Attach Certificate from Registered Chartered Accountant with UDIN Number None None None None 1.8 of Section-3 Qualification Information: 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. Others Technical and management personal createdTs version createdDate modifiedDate documentName None None None None Others -- Organization Chart & Company Profile
tenderCriterionDocumentList	documentName optional documentTypeText KSPH & IDCL Registration Certificate True Technical Bid Class-III & above Civil registered contractor of State PWDs / Central/MES/Govt. Undertakings True Technical Bid Income Tax returns & PAN True Technical Bid EPF Registration Certificate True Technical Bid Work Done Certificate - ITT 3.2 b Similar nature Work done certificate True Technical Bid Liquid assets and availability of credit facilities True Technical Bid Turnover Certificate - ITT 3.2 a True Technical Bid 1.3.of Section-3 Qualification Information True Technical Bid 1.4.of Section-3 Qualification Information True Technical Bid 1.7.of Section-3 Qualification Information True Technical Bid GST Registration Certificate True Technical Bid Executed minimum quantities of work - ITT 3.2 c True Technical Bid Work Done Certificate - ITT 3.2 d Electrical Work done certificate True Technical Bid Work Done Certificate - ITT 3.2 e Water supply /sanitary Work done certificate True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1725001325000 version 0 createdDate None modifiedDate None blockNumber No.59, Richmond Road (Gen. K.S.Thimmaiah Road) street None city Bengaluru state Karnataka pin 560025
tenderRecallDTO	None