| 1709550059000 | 1 | None | None | Buildings | CONSTRUCTION OF ANGANVADI BUILDING AT VIKASANAGARA GURUPURA G.P. MANGALORE TALUK(CONVERGENCY) | 1206887.7 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2906516 | 95451 | None | Code01 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable materialto the appropriate disposal area as per direction of Engineer-in-charge In cement mortar. | Cum | 1152.48 | 1152.48 | 30.47 | False | None | None | False | None | False | 35116.0656 | 0 | | 2906517 | 95451 | None | Code02 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to theappropriate disposal area as per direction of Engineer-in-charge. | Cum | 2717.12 | 2717.12 | 3.68 | False | None | None | False | None | False | 9999.0016 | 0 | | 2906518 | 95451 | None | Code03 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. | Cum | 814.24 | 814.24 | 3.68 | False | None | None | False | None | False | 2996.4032 | 0 | | 2906519 | 95451 | None | Code04 | Earth work in surface excavation by mechanical means for lowering &
leveling the ground for all works other than foundation in all kinds of
soils & upto depth not exceeding 300mm as per drawing and technical
specifications, including setting out, shoring, strutting, barricading,
caution lights, removal of stumps and other deleterious matter including
dressing of excavated surfaces, disposing off or levelling the excavated
earth or sorting & stacking the selected earth for reuse in a radius
of 50 m and lift upto 1.5 m including cost of labour, tools, usage of
machinery & other appurtenances required to complete the work. | Cum | 106.4 | 106.4 | 14.4 | False | None | None | False | None | False | 1532.16 | 0 | | 2906520 | 95451 | None | Code05 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. | Cum | 114.24 | 114.24 | 29.14 | False | None | None | False | None | False | 3328.9536 | 0 | | 2906521 | 95451 | None | Code06 | 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 & formworkshall be paid separately) Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6707.68 | 6707.68 | 2.21 | False | None | None | False | None | False | 14823.9728 | 0 | | 2906522 | 95451 | None | Code07 | Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6949.6 | 6949.6 | 1.07 | False | None | None | False | None | False | 7436.072 | 0 | | 2906523 | 95451 | None | Code08 | 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 appurtenancesrequired to complete the work as per technical specifications.(The cost of steel reinforcement & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7604.76 | 7604.76 | 7.43 | False | None | None | False | None | False | 56503.3668 | 0 | | 2906524 | 95451 | None | Code09 | Providing and laying in Reinforced cement concrete for all Basement& surface level works, return walls, retaining walls, sunken floors etc. 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, 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) | Cum | 10622.64 | 10622.64 | 1.55 | False | None | None | False | None | False | 16465.092 | 0 | | 2906525 | 95451 | None | Code10 | 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 alllead & lifts, cost of all materials, quality confirming to the requirementsof relevant IS codes , labour, Usage charges of machinery, curing andall other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) Columns | Cum | 12623.52 | 12623.52 | 1.24 | False | None | None | False | None | False | 15653.1648 | 0 | | 2906526 | 95451 | None | Code11 | 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 alllead & lifts, cost of all materials, quality confirming to the requirementsof relevant IS codes , labour, Usage charges of machinery, curing andall other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) Lintels | Cum | 11880.96 | 11880.96 | 1.2 | False | None | None | False | None | False | 14257.152 | 0 | | 2906527 | 95451 | None | Code12 | 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 alllead & lifts, cost of all materials, quality confirming to the requirementsof relevant IS codes , labour, Usage charges of machinery, curing andall other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)Chejja | Cum | 10767.12 | 10767.12 | 1.0 | False | None | None | False | None | False | 10767.12 | 0 | | 2906528 | 95451 | None | Code13 | 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 alllead & lifts, cost of all materials, quality confirming to the requirementsof relevant IS codes , labour, Usage charges of machinery, curing andall other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)Beams | Cum | 11880.96 | 11880.96 | 2.19 | False | None | None | False | None | False | 26019.3024 | 0 | | 2906529 | 95451 | None | Code14 | 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 alllead & lifts, cost of all materials, quality confirming to the requirementsof relevant IS codes , labour, Usage charges of machinery, curing andall other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)Roof Slab | Cum | 11138.4 | 11138.4 | 7.09 | False | None | None | False | None | False | 78971.256 | 0 | | 2906530 | 95451 | None | Code15 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Buildings | Tonne | 100191.84 | 100191.84 | 1.5874 | False | None | None | False | None | False | 159044.526816 | 0 | | 2906531 | 95451 | None | Code16 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification.For foundation in CM 1:6 | Cum | 7138.88 | 7138.88 | 4.2 | False | None | None | False | None | False | 29983.296 | 0 | | 2906532 | 95451 | None | Code17 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Basement in CM 1:6. | Cum | 7221.76 | 7221.76 | 0.88 | False | None | None | False | None | False | 6355.1488 | 0 | | 2906533 | 95451 | None | Code18 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 297.92 | 297.92 | 12.43 | False | None | None | False | None | False | 3703.1456 | 0 | | 2906534 | 95451 | None | Code19 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification. I.S. 3620/1979 having compressive strength not less then 3.5 N/mm2 for saturated dry samples - For super structure in CM 1:6 (Cement 45 kgs/M3) | Cum | 7565.6 | 7565.6 | 4.01 | False | None | None | False | None | False | 30338.056 | 0 | | 2906535 | 95451 | None | Code20 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. | Sqm | 1378.72 | 1378.72 | 3.68 | False | None | None | False | None | False | 5073.6896 | 0 | | 2906536 | 95451 | None | Code21 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 361.76 | 361.76 | 50.94 | False | None | None | False | None | False | 18428.0544 | 0 | | 2906537 | 95451 | None | Code22 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 415.52 | 415.52 | 65.59 | False | None | None | False | None | False | 27253.9568 | 0 | | 2906538 | 95451 | None | Code23 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 396.48 | 396.48 | 83.38 | False | None | None | False | None | False | 33058.5024 | 0 | | 2906539 | 95451 | None | Code24 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6963.04 | 6963.04 | 3.11 | False | None | None | False | None | False | 21655.0544 | 0 | | 2906540 | 95451 | None | Code25 | 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. | Kg | 204.96 | 204.96 | 207.9 | False | None | None | False | None | False | 42611.184 | 0 | | 2906541 | 95451 | None | Code26 | Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size -1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). | Sqm | 5625.76 | 5625.76 | 13.68 | False | None | None | False | None | False | 76960.3968 | 0 | | 2906542 | 95451 | None | Code27 | Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. | Cum | 139106.24 | 139106.24 | 0.15 | False | None | None | False | None | False | 20865.936 | 0 | | 2906543 | 95451 | None | Code28 | 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 leadupto 50 m. including cost of materials, labour charges, complete as per specifications. | No | 1137.92 | 1137.92 | 2.0 | False | None | None | False | None | False | 2275.84 | 0 | | 2906544 | 95451 | None | Code29 | Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) | Sqm | 7724.64 | 7724.64 | 3.6 | False | None | None | False | None | False | 27808.704 | 0 | | 2906545 | 95451 | None | Code30 | Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance +-1mm), with wall thickness 2.0 mm (+- 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (+-0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 42x50 mm PVC Extruded section | Mtr | 267.68 | 267.68 | 4.8 | False | None | None | False | None | False | 1284.864 | 0 | | 2906546 | 95451 | None | Code31 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges. do- with one side prelam | Sqm | 2284.8 | 2284.8 | 1.4 | False | None | None | False | None | False | 3198.72 | 0 | | 2906547 | 95451 | None | Code32 | 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 (IP.No.9.17.2 CSR 2023-24 Vol2) | Sqm | 1316.0 | 1316.0 | 47.79 | False | None | None | False | None | False | 62891.64 | 0 | | 2906548 | 95451 | None | Code33 | 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. (IP.No.9.39 CSR 2023-24 Vol2) | Sqm | 1622.88 | 1622.88 | 13.96 | False | None | None | False | None | False | 22655.4048 | 0 | | 2906549 | 95451 | None | Code34 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (CSR 2023-24 Volume-II, Page No.81, Item No. 11.16.1) | Kg | 152.32 | 152.32 | 1100.0 | False | None | None | False | None | False | 167552.0 | 0 | | 2906550 | 95451 | None | Code35 | 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. (PWD CSR 2023-24 Volume-2, Item No.8.51) | Sqm | 112.0 | 112.0 | 51.88 | False | None | None | False | None | False | 5810.56 | 0 | | 2906551 | 95451 | None | Code36 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD CSR 2023-24 Volume-II, Item No. 8.25) | Sqm | 153.44 | 153.44 | 186.2 | False | None | None | False | None | False | 28570.528 | 0 | | 2906552 | 95451 | None | Code37 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (I. No 8.33.2 PWD SR 2023-24 Vol II) | Sqm | 154.56 | 154.56 | 9.21 | False | None | None | False | None | False | 1423.4976 | 0 | | 2906553 | 95451 | None | Code38 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (I.No.8.33.3 CSR 2023-24 Vol2) | Sqm | 155.68 | 155.68 | 9.9 | False | None | None | False | None | False | 1541.232 | 0 | | 2906554 | 95451 | None | Code39 | Providing wall black boards in 12mm thick with CM 1:3 and applied with
primer & two coats of acrylic emulsion black paint including finishing
etc.,complete. | Sqm | 870.1 | 870.1 | 3.0 | False | None | None | False | None | False | 2610.3 | 0 | | 2906555 | 95451 | None | Code40 | KSRB 11-4 : Providing and fixing white vitreous china clay, water closet Orissa pattern of size 580 x 440mm with integral type footrests, 100mm S or P trap, (approved make ) cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. Specification No. KBS 11 (P-123,VOL-2 I-14.1.1 PWD SR 2021-22) | Pan | 5470.08 | 5470.08 | 1.0 | False | None | None | False | None | False | 5470.08 | 0 | | 2906556 | 95451 | None | Code41 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :510x1040 mm bowl depth 250 mm(I NO -14.10.1.1 VOL-2PWD SR 2023-24) | No | 6292.16 | 6292.16 | 1.0 | False | None | None | False | None | False | 6292.16 | 0 | | 2906557 | 95451 | None | Code42 | White Vitreous China Flat back wash basin size 550x 400 mmwith single 15 mm C.P. brass pillar tap(P.No.115/ I.No. 14.7.4 VOL-2 of PWD SR 2023-24) | No | 2626.4 | 2626.4 | 1.0 | False | None | None | False | None | False | 2626.4 | 0 | | 2906558 | 95451 | None | Code43 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 32mm dia., 10 kg/sqcm & class 5(I 10.1.2 WS &UGD WORKS SR 2023-24) | Mtr | 75.04 | 75.04 | 25.0 | False | None | None | False | None | False | 1876.0 | 0 | | 2906559 | 95451 | None | Code44 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. forPVC pipes 25mm dia, 10 kg/sqcm & class 5(P-136, I 10.1.1 WS &UGD WORKS SR 2023-24) | Mtr | 53.76 | 53.76 | 50.0 | False | None | None | False | None | False | 2688.0 | 0 | | 2906560 | 95451 | None | Code45 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. forPVC pipes 110mm dia., 6 kg/sqcm & class 3( I 10.1.7 WS &UGD WORKS SR 2023-24) | Mtr | 470.25 | 470.25 | 5.0 | False | None | None | False | None | False | 2351.25 | 0 | | 2906561 | 95451 | None | Code46 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. forPVC pipes PVC pipes 50mm dia., 6 kg/sqcm & class 5 (I 10.1.3 WS &UGD WORKS SR 2023-24) | Mtr | 113.12 | 113.12 | 25.0 | False | None | None | False | None | False | 2828.0 | 0 | | 2906562 | 95451 | None | Code47 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. forPVC pipes PVC pipes 75mm dia., 6 kg/sqcm & class 3 (I 10.1.5 WS &UGD WORKS SR 2023-24) | Mtr | 246.4 | 246.4 | 20.0 | False | None | None | False | None | False | 4928.0 | 0 | | 2906563 | 95451 | None | Code48 | Providing and placing on terrace,(at all floor levels) polyethylene water storage tank,IS:12701 marked with cover and suitable locking arrangements, making necessary holes for inlet, outlet and overflow pipes,but without fitting and the base support for tank. (I. No. 13.34, SR 2023-24) | Ltr | 10.08 | 10.08 | 4000.0 | False | None | None | False | None | False | 40320.0 | 0 | | 2906564 | 95451 | None | Code49 | 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 forfixing CI cover & frame etc. excluding the cost of CI frame and cover..) | No | 4744.32 | 4744.32 | 2.0 | False | None | None | False | None | False | 9488.64 | 0 | | 2906565 | 95451 | None | Code50 | Providing and laying 60mm thick factory made precast M -30grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) | Sqm | 1196.16 | 1196.16 | 26.08 | False | None | None | False | None | False | 31195.8528 | 0 |
|