| 1708669300000 | 1 | None | None | Water supply/sewage lines | Package (1) Construction of 100KL OHT, Rising main from Open Well to OHT and Balance Construction works of 100KL OHT at Narsimha Jharna Bidar of Bidar Taluka and Bidar Dist | 2962364.11 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2778407 | 88579 | None | JARNA01 | Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete. i) 150mm dia (outlet) | Each | 2429.7 | 2429.7 | 1.0 | False | None | None | False | None | False | 2429.7 | 0 | | 2778408 | 88579 | None | JARNA02 | 100mm dia (Inlet,over flow ,scour & for future connection) | Each | 1897.35 | 1897.35 | 4.0 | False | None | None | False | None | False | 7589.4 | 0 | | 2778409 | 88579 | None | JARNA03 | Providing Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. 150mm dia (outlet) | Each | 800.0 | 800.0 | 1.0 | False | None | None | False | None | False | 800.0 | 0 | | 2778410 | 88579 | None | JARNA04 | 100mm dia (Inlet,over flow and scour) | Each | 420.0 | 420.0 | 5.0 | False | None | None | False | None | False | 2100.0 | 0 | | 2778411 | 88579 | None | JARNA05 | Providing 100 mm dia Bell mouthed pipes (flanged) confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. 100mm dia (Inlet,over flow) | Each | 420.0 | 420.0 | 2.0 | False | None | None | False | None | False | 840.0 | 0 | | 2778412 | 88579 | None | JARNA06 | 150mm dia (outlet) | Each | 650.0 | 650.0 | 1.0 | False | None | None | False | None | False | 650.0 | 0 | | 2778413 | 88579 | None | JARNA07 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10: 150mm dia | Each | 14945.7 | 14945.7 | 1.0 | False | None | None | False | None | False | 14945.7 | 0 | | 2778414 | 88579 | None | JARNA08 | 100mm dia | Each | 9300.9 | 9300.9 | 3.0 | False | None | None | False | None | False | 27902.7 | 0 | | 2778415 | 88579 | None | JARNA09 | Earth work excavation for Foundation In all kinds of soils Depth upto 3 m 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, usageof machinery & other appurtenaces required to complete the work. In all kinds of soils | Cum | 76.65 | 76.65 | 66.64 | False | None | None | False | None | False | 5107.956 | 0 | | 2778416 | 88579 | None | JARNA10 | In ordinary Rock Without Blasting | Cum | 285.6 | 285.6 | 66.64 | False | None | None | False | None | False | 19032.384 | 0 | | 2778417 | 88579 | None | JARNA11 | Description of item
Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m | Cum | 194.0 | 194.0 | 9.0 | False | None | None | False | None | False | 1746.0 | 0 | | 2778418 | 88579 | None | JARNA12 | 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, 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. | Cum | 70.0 | 70.0 | 1066.5 | False | None | None | False | None | False | 74655.0 | 0 | | 2778419 | 88579 | None | JARNA13 | Earth work excavation for pipelines/cables In all kinds of soils. Depth upto 1.50m 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. | Cum | 389.55 | 389.55 | 9.0 | False | None | None | False | None | False | 3505.95 | 0 | | 2778420 | 88579 | None | JARNA14 | Providing and laying in position plain cement concrete PCC 1:2:4 using 40 mm aggregate 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, plywood / steel formwork, 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 shall be paid separately). cement bags (320/50), Cement rate Considered in S.R, Rate after deducting Cement cost, Add special weightage & Cement rate Considered in S.R | Cum | 6731.91 | 6731.91 | 6.66 | False | None | None | False | None | False | 44834.5206 | 0 | | 2778421 | 88579 | None | JARNA15 | 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. For Pipe line | Cum | 214.2 | 214.2 | 115.88 | False | None | None | False | None | False | 24821.496 | 0 | | 2778422 | 88579 | None | JARNA16 | Providing and laying in position Reinforced cement RCC M25 Design Mix with 20mm aggregate for footings, rafts and combind footing etc.with smooth finishing the exposed faces in CM 1:4, 12mm thick 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 of quality, confirming to the requirements of relevant IS codes , labour, strutting, plywood / steel form work , Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) (Minimum cement content: 340 kgs (6.80 bags)). For raft slab, For raft beam & For column below GL | Cum | 9687.23 | 9687.23 | 18.77 | False | None | None | False | None | False | 181829.3071 | 0 | | 2778423 | 88579 | None | JARNA17 | Providing and laying in position Reinforced cement concrete for columns, braces and ring beam above ground level. 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 compactedusing needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags) RCC M30 Design Mix with 20mm aggregate for level 6m to 9m height. For columns & For Braces | Cum | 16495.62 | 16495.62 | 11.66 | False | None | None | False | None | False | 192338.9292 | 0 | | 2778424 | 88579 | None | JARNA18 | Providing and laying in position Reinforced cement concrete for side walls of water tank over the staging above the ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). Side wall H =3.65 - 0.2 =3.45 m | Cum | 26106.9 | 26106.9 | 10.33 | False | None | None | False | None | False | 269684.277 | 0 | | 2778425 | 88579 | None | JARNA19 | Providing and laying in position Reinforced cement concrete for shell portion, bottom dome / slab and ribs over the staging. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags) M30 Design Mix with 20mm aggregate for level and 6 to 9 m height. Staging of9.0m, Bottom Ring Beam D = 5.05, Bottom Ring Beam D = 5.05, Bottom Slab Dia = 2 x3.1 + 2 x .15 = 6.5m, Balcony Slab above bottom ring beam, Dia = 6.5 +.6 =7.1 m, For fillet & [ 1/2 x3.142 x 6.25 x0.15 x0 .15] | Cum | 24778.86 | 24778.86 | 15.58 | False | None | None | False | None | False | 386054.6388 | 0 | | 2778426 | 88579 | None | JARNA20 | Providing and laying in position Reinforced cement concrete for top dome of water tank over the staging above the ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing in cement mortar 1:3, 12 mm thick for both inside and outside surface, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags) RCC M30 Design Mix with 20mm aggregate for level and upto 6 - 9 mheight, Staging Ht 9.0 Mts, Top ring beam dia = 6.2 + 0.2 = 6.4 m, Top dome(2 p r h t), [ 2x 3.142 x 4.60 x 1.20 x 0.125 ], Crown Beam Dia = 0.9 + 0.15 = 1.05 m, Fineal column, Fineal slab - covered in dome slab, Walk way top & a) CI Manhole = 0.6 * 0.6 * .075 = 0.027 cum | Cum | 25271.52 | 25271.52 | 6.775 | False | None | None | False | None | False | 171214.548 | 0 | | 2778427 | 88579 | None | JARNA21 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)kg88.00 11.33 Providing Thermo-Mechanically Treated bars of grade, Steel Qty @ 130 Kg/Cum of RCC | Kg | 87.15 | 87.15 | 7370.35 | False | None | None | False | None | False | 642326.0025 | 0 | | 2778428 | 88579 | None | JARNA22 | Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel. | Nos | 6037.5 | 6037.5 | 1.0 | False | None | None | False | None | False | 6037.5 | 0 | | 2778429 | 88579 | None | JARNA23 | 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. | Each | 2216.55 | 2216.55 | 1.0 | False | None | None | False | None | False | 2216.55 | 0 | | 2778430 | 88579 | None | JARNA24 | Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for: 4186.35+746.55=4932.90, Enamel gauge plate 3.50m high | Each | 4932.9 | 4932.9 | 1.0 | False | None | None | False | None | False | 4932.9 | 0 | | 2778431 | 88579 | None | JARNA25 | Providing & fixing copper lightning arrester with five spikes and 20mm dia copper tube or suitable length of aluminium strip of spike 25mmx3mm including grounding as per specification. The aluminium strip is to be encased in G.I. conduct pipe or 40mm dia., 6.8 M long suitably joined by collar with all specials, fixed to one of the columns etc., complete up to 6 M staging. 9645+(4.5X698)=12786.00 | Nos | 9036.3 | 9036.3 | 1.0 | False | None | None | False | None | False | 9036.3 | 0 | | 2778432 | 88579 | None | JARNA26 | for 3 mtr lighting arrester per meter | Each | 698.0 | 698.0 | 3.0 | False | None | None | False | None | False | 2094.0 | 0 | | 2778433 | 88579 | None | JARNA27 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade | cm | 1.26 | 1.26 | 200.0 | False | None | None | False | None | False | 252.0 | 0 | | 2778434 | 88579 | None | JARNA28 | Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces | Sqm | 89.25 | 89.25 | 6.0 | False | None | None | False | None | False | 535.5 | 0 | | 2778435 | 88579 | None | JARNA29 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, includingsetting 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. (Manual Means) c)All KinD of Soil | Cum | 149.1 | 149.1 | 17.55 | False | None | None | False | None | False | 2616.705 | 0 | | 2778436 | 88579 | None | JARNA30 | in Soft Rock | Cum | 389.55 | 389.55 | 26.33 | False | None | None | False | None | False | 10256.8515 | 0 | | 2778437 | 88579 | None | JARNA31 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE 100 PN6.0 : . a) 75mm dia PE100 (PN 6.0 / 6 Kg/cm2) | Rmtr | 217.04 | 217.04 | 130.0 | False | None | None | False | None | False | 28215.2 | 0 | | 2778438 | 88579 | None | JARNA32 | Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) 75MM ELECTRO FUSION COUPLER | No | 187.95 | 187.95 | 1.0 | False | None | None | False | None | False | 187.95 | 0 | | 2778439 | 88579 | None | JARNA33 | 75MM ELECTRO FUSION TEE | No | 375.9 | 375.9 | 1.0 | False | None | None | False | None | False | 375.9 | 0 | | 2778440 | 88579 | None | JARNA34 | 75MM ELECTRO FUSION Elbow | No | 302.4 | 302.4 | 1.0 | False | None | None | False | None | False | 302.4 | 0 | | 2778441 | 88579 | None | JARNA35 | 90 X75 MM ELECTRO FUSION REDUCER | No | 529.2 | 529.2 | 1.0 | False | None | None | False | None | False | 529.2 | 0 | | 2778442 | 88579 | None | JARNA36 | 90X63 MM ELECTRO FUSION REDUCER | No | 295.05 | 295.05 | 1.0 | False | None | None | False | None | False | 295.05 | 0 | | 2778443 | 88579 | None | JARNA37 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. | Cum | 128.1 | 128.1 | 43.88 | False | None | None | False | None | False | 5621.028 | 0 | | 2778444 | 88579 | None | JARNA38 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, includingsetting 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. (Manual Means) c)All KinD of Soil | Cum | 262.0 | 262.0 | 36.72 | False | None | None | False | None | False | 9620.64 | 0 | | 2778445 | 88579 | None | JARNA39 | in Soft Rock | Cum | 592.0 | 592.0 | 55.08 | False | None | None | False | None | False | 32607.36 | 0 | | 2778446 | 88579 | None | JARNA40 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE 100 PN8.0 : . a) 75mm dia pipe 8 kg/cm2 PE100 (PN 6.0 / 6 Kg/cm2) | Rmtr | 246.56 | 246.56 | 170.0 | False | None | None | False | None | False | 41915.2 | 0 | | 2778447 | 88579 | None | JARNA41 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. | Cum | 128.1 | 128.1 | 91.8 | False | None | None | False | None | False | 11759.58 | 0 | | 2778448 | 88579 | None | JARNA42 | Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments. 80mm dia | No | 1740.0 | 1740.0 | 2.0 | False | None | None | False | None | False | 3480.0 | 0 | | 2778449 | 88579 | None | JARNA43 | Providing 80 mm dia Air valve confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any | No | 2700.0 | 2700.0 | 2.0 | False | None | None | False | None | False | 5400.0 | 0 | | 2778450 | 88579 | None | JARNA44 | Distribution System:- Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for: Cutting Cement Concrete Road surface by Machine cutting to demarcate the trench width of the surface. | Cum | 998.55 | 998.55 | 0.45 | False | None | None | False | None | False | 449.3475 | 0 | | 2778451 | 88579 | None | JARNA45 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, includingsetting 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. (Manual Means) Hard Soil & In Ordinary rock without blasting | Cum | 389.55 | 389.55 | 3.9 | False | None | None | False | None | False | 1519.245 | 0 | | 2778452 | 88579 | None | JARNA46 | Providing and Fixing to wall, Ceiling and floor, Medim Density Polyethylene pipes 6.0 kgs/sq.cm. Working pressure of outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor including cost of all materials, labour charges, HOM and testing complete as per specifications. Specifification No.KBS 13.2.15.1/13.9 for internal water supply connection. 20 MM Dia MDP Pipes | Rmtr | 107.0 | 107.0 | 45.0 | False | None | None | False | None | False | 4815.0 | 0 | | 2778453 | 88579 | None | JARNA47 | Approved make Electro fusion saddle comply with BS EN 12201- 3:2011, PN- 12.5 rating and food grade raw material as per BS 6920 for effect on water Quality intended for human consumption, Material of construction; PE 80 or PE 100 and colour of fitting - Blue/Black for water applications, EF tapping saddle is V-Regulated type. Designed to fuse at a fusion voltage of 40 volt AC. EF tapping saddle shall have moulded SS/Brass metal female threaded outlet, EF tapping saddle is fused by using a top loading pillar type pressure exerting 1500N (150 Kg approx.) top load on EF Saddle. Fusion times is 170 secs and cooling time is 10mins, Exerted pressure should be removed after completing the 10 mins cooling time. 63 x 15mm, 75 x 15mm, 90 x 15mm, 100 x 15mm | Each | 367.5 | 367.5 | 15.0 | False | None | None | False | None | False | 5512.5 | 0 | | 2778454 | 88579 | None | JARNA48 | Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. | Each | 48.0 | 48.0 | 30.0 | False | None | None | False | None | False | 1440.0 | 0 | | 2778455 | 88579 | None | JARNA49 | Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI elbow confirming to IS 1239-II, 1991 with latest amendments if any. | Each | 48.0 | 48.0 | 30.0 | False | None | None | False | None | False | 1440.0 | 0 | | 2778456 | 88579 | None | JARNA50 | Supply and delivery at site wrought middle steel (galvanized) GI bend confirming to IS 1239-II, 1991 with latest amendments if any.15 mm dia | Each | 81.0 | 81.0 | 60.0 | False | None | None | False | None | False | 4860.0 | 0 | | 2778457 | 88579 | None | JARNA51 | Supplying,laying,jointing, testing and commissioning of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead and lifts etc complete (Contractor shall make his own arrangements for procuring water for testing) (add 67 % rate as per CE Office Letter No-02/21-22/4-4-2022) 15mm dia | Rmtr | 196.39 | 196.39 | 22.5 | False | None | None | False | None | False | 4418.775 | 0 | | 2778458 | 88579 | None | JARNA52 | KSRB 13-6.2-1 : Providing and fixing in position brass Bib cock of approved quality 15mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification KBS. 13.2.2./13. 3 15mm dia | Each | 220.5 | 220.5 | 15.0 | False | None | None | False | None | False | 3307.5 | 0 | | 2778459 | 88579 | None | JARNA53 | 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, plywood / steel formwork, 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 shall be paid separately).PCC 1:1.5:3 using 20 mm aggregate | Cum | 6630.88 | 6630.88 | 2.51 | False | None | None | False | None | False | 16643.5088 | 0 | | 2778460 | 88579 | None | JARNA54 | 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 | 94.5 | 94.5 | 6.75 | False | None | None | False | None | False | 637.875 | 0 | | 2778461 | 88579 | None | JARNA55 | Supplying and fixing RCC demarcation stone of 30x15cm and 90 cms deep using 1:2:4 and 6mm rods for vetrical and stirrups and renderd smooth | No | 462.0 | 462.0 | 15.0 | False | None | None | False | None | False | 6930.0 | 0 | | 2778462 | 88579 | None | JARNA56 | Supplying,laying,jointing ,testing and commissioning of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead and lifts etc complete (Contractor shall make his own arrangements for procuring water for testing) For Heavy Duty GI pipe:Light Duty GI pipe of 75mm dia | Mtr | 690.0 | 690.0 | 75.0 | False | None | None | False | None | False | 51750.0 | 0 | | 2778463 | 88579 | None | JARNA57 | Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. | Each | 345.0 | 345.0 | 45.0 | False | None | None | False | None | False | 15525.0 | 0 | | 2778464 | 88579 | None | JARNA58 | Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI elbow confirming to IS 1239-II, 1991 with latest amendments if any. | Each | 342.0 | 342.0 | 45.0 | False | None | None | False | None | False | 15390.0 | 0 | | 2778465 | 88579 | None | JARNA59 | Supply and delivery at site wrought middle steel (galvanized) GI bend confirming to IS 1239-II, 1991 with latest amendments if any.15 mm dia | Each | 402.0 | 402.0 | 45.0 | False | None | None | False | None | False | 18090.0 | 0 | | 2778466 | 88579 | None | JARNA60 | Supply and delivery at site wrought middle steel (galvanized) GI TEE confirming to IS 1239-II, 1991 with latest amendments if any.75 mm dia | Each | 356.0 | 356.0 | 45.0 | False | None | None | False | None | False | 16020.0 | 0 | | 2778467 | 88579 | None | JARNA61 | 100 KL: 9mtr staging :Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For double flanged CI pipes of 100mm dia for inlet. | Mtr | 3075.45 | 3075.45 | 15.0 | False | None | None | False | None | False | 46131.75 | 0 | | 2778468 | 88579 | None | JARNA62 | For double flanged CI pipes of 100mm dia for over flow | Mtr | 3075.45 | 3075.45 | 15.0 | False | None | None | False | None | False | 46131.75 | 0 | | 2778469 | 88579 | None | JARNA63 | For double flanged CI pipes of 100mm dia for scour | Mtr | 3075.45 | 3075.45 | 12.0 | False | None | None | False | None | False | 36905.4 | 0 | | 2778470 | 88579 | None | JARNA64 | For double flanged CI pipes of 150mm dia.outlet | Mtr | 4942.35 | 4942.35 | 12.0 | False | None | None | False | None | False | 59308.2 | 0 | | 2778471 | 88579 | None | JARNA65 | Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc. complete for: Tanks staging above 6 m and upto 9 m Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including necessary scaffolding and scrapping of old paint and stain with wire brushes and cleaning of paint stains etc. wherever necessary for old RCC over head tanks with all lead and lifts etc. complete for: CONTAINER PORTION:Top Slab,Deduction of Manhole ,Side Wall,Bottom Ring Beam surface,Bottom Slab,Columns,Bracing beams, GL brace = 1.1 - 0.25 = 0.85 m | Sqm | 160.65 | 160.65 | 301.11 | False | None | None | False | None | False | 48373.3215 | 0 | | 2778472 | 88579 | None | JARNA66 | Supplying and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. (The rate per meter is for 3 rows of GI pipes and RCC post) | Rmtr | 1152.9 | 1152.9 | 40.85 | False | None | None | False | None | False | 47095.965 | 0 | | 2778473 | 88579 | None | JARNA67 | Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete | Rmtr | 5355.0 | 5355.0 | 5.0 | False | None | None | False | None | False | 26775.0 | 0 | | 2778474 | 88579 | None | JARNA68 | STAIR CASE: Earth work excavation for Foundation In all kinds of soils Depth upto 3 m 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 , | Cum | 76.65 | 76.65 | 6.0 | False | None | None | False | None | False | 459.9 | 0 | | 2778475 | 88579 | None | JARNA69 | In ordinary Rock Without Blasting | Cum | 285.6 | 285.6 | 2.0 | False | None | None | False | None | False | 571.2 | 0 | | 2778476 | 88579 | None | JARNA70 | 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. Excavation qty,Refiling qty | Cum | 214.2 | 214.2 | 6.77 | False | None | None | False | None | False | 1450.134 | 0 | | 2778477 | 88579 | None | JARNA71 | Providing and laying in position plain cement concrete PCC 1:2:4 using 40 mm aggregate 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, plywood / steel formwork, 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 shall be paid separately) | Cum | 6731.91 | 6731.91 | 0.434 | False | None | None | False | None | False | 2921.64894 | 0 | | 2778478 | 88579 | None | JARNA72 | Providing and laying in position Reinforced cement RCC M25 Design Mix with 20mm aggregate for footings, rafts and combind footing etc.with smooth finishing the exposed faces in CM 1:4, 12mm thick 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 of quality, confirming to the requirements of relevant IS codes , labour, strutting, plywood / steel form work , Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) (Minimum cement content: 340 kgs (6.80 bags)). For Footing | Cum | 9687.23 | 9687.23 | 0.794 | False | None | None | False | None | False | 7691.66062 | 0 | | 2778479 | 88579 | None | JARNA73 | Providing and laying in position Reinforced cement concrete for Spiral Staircase over the staging above the ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. | Cum | 31060.61 | 31060.61 | 4.118 | False | None | None | False | None | False | 127907.59198 | 0 | | 2778480 | 88579 | None | JARNA74 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)kg88.00 11.33 Providing Thermo-Mechanically Treated bars of grade, | Kg | 87.15 | 87.15 | 638.56 | False | None | None | False | None | False | 55650.504 | 0 | | 2778481 | 88579 | None | JARNA75 | Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc. complete for: Tanks staging above 6 m and upto 9 m, | Sqm | 160.65 | 160.65 | 104.404 | False | None | None | False | None | False | 16772.5026 | 0 | | 2778482 | 88579 | None | JARNA76 | Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc. complete for: Tanks staging above 6 m and upto 9 m, | Sqm | 160.65 | 160.65 | 104.404 | False | None | None | False | None | False | 16772.5026 | 0 |
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