| 1709002150000 | 0 | None | None | Other Works | Providing External water Supply-GLSR & Providing Under Ground Drainage & Construction of Machine Hole Chambers for the construction of 1300 houses including infrastructure works at yallapura village of Hubli city under PMAY-HFA(U) | 15727074.79 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2815580 | 90938 | None | 001 | GLSR : Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 1081.63 | False | None | None | False | None | False | 115842.573 | 0 | | 2815581 | 90938 | None | 002 | Providing and Filling in foundation with granite / trap broken metal 100mm. And down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. | Cum | 2816.1 | 2816.1 | 126.0 | False | None | None | False | None | False | 354828.6 | 0 | | 2815582 | 90938 | None | 003 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The ranite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other ppurtenances required to complete the work as per technical specifications Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 6527.85 | 6527.85 | 23.6 | False | None | None | False | None | False | 154057.26 | 0 | | 2815583 | 90938 | None | 004 | 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 | Tonne | 82961.55 | 82961.55 | 25.205 | False | None | None | False | None | False | 2091045.86775 | 0 | | 2815584 | 90938 | None | 005 | Supply and placing the Design Mix of M-30 Grade for Self Compacting Concrete corresponding to IS 456-2000 (Re-affirmed 2021) and relevant IS codes using Batching plant, Transit mixer and concrete pump with 12.5 m size graded machine crushed hard metal (coarse aggregate) from approved quarry including cost and onveyance of all materials like cement, cement substitutes like fly ash, GGBS, etc., fine aggregate (sand), oarse aggregate, Admixture, water etc., to site including and sales and other taxes on all materials including all operational, incidental and labour charges, but excluding cost of steel and its fabrication & formwork charges for finished item of work with minimum cement content as per IS code including pumping & curing etc complete for finished item of work (RCC slabs, Beams, Columns, Lintels, Water Tanks, RCC Walls in Buildings. | Cum | 9643.2 | 9643.2 | 229.78 | False | None | None | False | None | False | 2215814.496 | 0 | | 2815585 | 90938 | None | 006 | Providing and Applying PU based Elastomeric Liquid Applied PU Waterproofing Membrane single component, cold applied, water based acrylic PU dispersion with highly elastic and UV resistant water roofing treatment to the Existing Roof surface/Chajjas/Sunken portion of WC:Bathroom applied @ 1.2 l/per m2, having tensile strength greater than 1.5N/mm2, elongation greater than 300% with solid content not less than 60% in 2 coats including surface preparation, priming the surface with water based acrylic primer @0.1 l/m2, and spreading 60 gsm geotextile between two top coats completely as per specification. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. | Sqm | 773.85 | 773.85 | 870.08 | False | None | None | False | None | False | 673311.408 | 0 | | 2815586 | 90938 | None | 007 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage & all other appurtenaces required to complete the work. | Cum | 497.7 | 497.7 | 709.01 | False | None | None | False | None | False | 352874.277 | 0 | | 2815587 | 90938 | None | 008 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. | No | 2247.0 | 2247.0 | 3.0 | False | None | None | False | None | False | 6741.0 | 0 | | 2815588 | 90938 | None | 009 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 : HDPE Grade PE80-PN6.0, 90mm dia | m | 337.05 | 337.05 | 2250.0 | False | None | None | False | None | False | 758362.5 | 0 | | 2815589 | 90938 | None | 010 | Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping systemin accordance with IS 16098 part 2 and conveying to work site andlowering into trenches, laying true to line and level and perfect linkingat joints with the help of two "O" rings and a coupler of suitable size,including loading and unloading at both destination and cutting of pipeswhere ever necessary including jointing with all labour, all lead and liftincluding encasing the Specials around to a depth of not less than 15cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the requiredpressure as per ISS shall be done the contractor shall have to make hisown arrangement for procuring water for testing etc. complete. 90 MM ELECTRO FUSION COUPLER | Each | 242.55 | 242.55 | 130.0 | False | None | None | False | None | False | 31531.5 | 0 | | 2815590 | 90938 | None | 011 | Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping systemin accordance with IS 16098 part 2 and conveying to work site andlowering into trenches, laying true to line and level and perfect linkingat joints with the help of two "O" rings and a coupler of suitable size,including loading and unloading at both destination and cutting of pipeswhere ever necessary including jointing with all labour, all lead and liftincluding encasing the Specials around to a depth of not less than 15cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the requiredpressure as per ISS shall be done the contractor shall have to make hisown arrangement for procuring water for testing etc. complete. 90 MM ELECTRO FUSION TEE | Each | 554.4 | 554.4 | 50.0 | False | None | None | False | None | False | 27720.0 | 0 | | 2815591 | 90938 | None | 012 | Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping systemin accordance with IS 16098 part 2 and conveying to work site andlowering into trenches, laying true to line and level and perfect linkingat joints with the help of two "O" rings and a coupler of suitable size,including loading and unloading at both destination and cutting of pipeswhere ever necessary including jointing with all labour, all lead and liftincluding encasing the Specials around to a depth of not less than 15cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the requiredpressure as per ISS shall be done the contractor shall have to make hisown arrangement for procuring water for testing etc. complete. 90 MM ELECTRO FUSION ELBOW | Each | 475.65 | 475.65 | 150.0 | False | None | None | False | None | False | 71347.5 | 0 | | 2815592 | 90938 | None | 013 | 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 latesg of as per instructions of engineer incharge of work and latest amendments. 2HP 12 stage | Nos | 18498.9 | 18498.9 | 2.0 | False | None | None | False | None | False | 36997.8 | 0 | | 2815593 | 90938 | None | 014 | Supplying fully automatic star-delta starter unit push button type with suitable wires, 3 contactors, one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440V 3 phase and wired after fixing to the existing wooden board for motor. upto 12.5 HP | Nos | 7827.75 | 7827.75 | 2.0 | False | None | None | False | None | False | 15655.5 | 0 | | 2815594 | 90938 | None | 015 | Supply and Installation / Fixing / Provision of Outdoor type Thermoplastic Modular Panel enclosure with transparent Polycarbonate Lid, shock proof, IP65 (Weather Proof), rust proof, dust proof, water proof, corrosion proof having internally Embedded gasket on both lid and flap suitable to fix Single Phase / Three Phase Energy Meter in suitable base plate and having a provision for Fuse / MCB cut-out with suitable transparent hinged flap opening for operating MCB along with complete tamper proof SEALING facility. 600 mm x 600 mm x 170 mm. | Sq CM | 0.52 | 0.52 | 40000.0 | False | None | None | False | None | False | 20800.0 | 0 | | 2815595 | 90938 | None | 016 | Supplying and flush mounting teak wooden box without front plank, made of not less than 12mm thick wood, after due groove cutting, finishing with necessary cement plastering complete. 12" x 12" x 3" | Each | 126.0 | 126.0 | 2.0 | False | None | None | False | None | False | 252.0 | 0 | | 2815596 | 90938 | None | 017 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990 2C x 6 mm2 | Mtr | 205.8 | 205.8 | 70.0 | False | None | None | False | None | False | 14406.0 | 0 | | 2815597 | 90938 | None | 018 | Supplying and drawing 3core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resitance conductor confirming to 13:8130-1984 and virgin grade PVC insulation and powder coating extruded PVC sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990. 3C x 10 mm2 | Mtr | 433.65 | 433.65 | 100.0 | False | None | None | False | None | False | 43365.0 | 0 | | 2815598 | 90938 | None | 019 | Supplying & fixing of Porcelain fuse channel with cutout on existing wooden/panel using necessary nuts, bolts and washers. | Each | 253.05 | 253.05 | 6.0 | False | None | None | False | None | False | 1518.3 | 0 | | 2815599 | 90938 | None | 020 | GI Pipes 40mm dia | m | 381.15 | 381.15 | 25.0 | False | None | None | False | None | False | 9528.75 | 0 | | 2815600 | 90938 | None | 021 | Supplying and fixing Electronic Trivector Meter (ETV) suitable for operation Lto peration and-CT operated meter in polycarbonate body in class 0.5 accuracy as per IS14697 and completely wired. | Each | 4609.5 | 4609.5 | 1.0 | False | None | None | False | None | False | 4609.5 | 0 | | 2815601 | 90938 | None | 022 | UGD: Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing.100 mm dia. pipes | m | 388.5 | 388.5 | 600.0 | False | None | None | False | None | False | 233100.0 | 0 | | 2815602 | 90938 | None | 023 | Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. 1.5M depth & SFRC Cover & Frame | Each | 40300.05 | 40300.05 | 15.0 | False | None | None | False | None | False | 604500.75 | 0 | | 2815603 | 90938 | None | 024 | Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. 1.7M depth & SFRC Cover & Frame | Each | 45584.7 | 45584.7 | 5.0 | False | None | None | False | None | False | 227923.5 | 0 | | 2815604 | 90938 | None | 025 | Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. 2.00M depth & SFRC Cover & Frame | Each | 63823.2 | 63823.2 | 62.0 | False | None | None | False | None | False | 3957038.4 | 0 | | 2815605 | 90938 | None | 026 | Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. 3.00M depth & SFRC Cover & Frame | Each | 93781.8 | 93781.8 | 23.0 | False | None | None | False | None | False | 2156981.4 | 0 | | 2815606 | 90938 | None | 027 | Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover | Each | 4447.8 | 4447.8 | 89.0 | False | None | None | False | None | False | 395854.2 | 0 | | 2815607 | 90938 | None | 028 | Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. | Each | 5726.7 | 5726.7 | 201.0 | False | None | None | False | None | False | 1151066.7 | 0 |
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