| 1725336572000 | 0 | None | None | Buildings | Construction of Goat and Sheep auction shed at Bettadapura Market yard in P.patna Taluk | 1427300.58 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3905404 | 150563 | None | Code01 | 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 ( P.NO. 8, I.No. 1.14.1,Volume No-1)2023-24 | Cum | 102.0 | 102.0 | 23.08 | False | None | None | False | None | False | 2354.16 | 0 | | 3905405 | 150563 | None | code02 | 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 omplete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (P.No.15, I.No.2.1.3) (Volume No-1) 2023-24 | Cum | 5989.0 | 5989.0 | 10.02 | False | None | None | False | None | False | 60009.78 | 0 | | 3905406 | 150563 | None | code03 | Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)(P.No.9, I.No. 5.3,Volume No-2) 2023-24 | Cum | 6205.0 | 6205.0 | 11.11 | False | None | None | False | None | False | 68937.55 | 0 | | 3905407 | 150563 | None | code04 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (P.No.9, I.No. 5.2) Volume No-2) 2023-24 | Cum | 6618.0 | 6618.0 | 5.89 | False | None | None | False | None | False | 38980.02 | 0 | | 3905408 | 150563 | None | code05 | 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) (P.No.84, I.No. 11.32, Volume No-2) 2023-24 | Kgs | 83.0 | 83.0 | 389.75 | False | None | None | False | None | False | 32349.25 | 0 | | 3905409 | 150563 | None | code06 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P.No.16, I.No.2.5.1,Volume No -1, (2023-24) | Cum | 9945.0 | 9945.0 | 19.45 | False | None | None | False | None | False | 193430.25 | 0 | | 3905410 | 150563 | None | code07 | 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 seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (P.No.82, I.No.11.16.2) (Volume No-2)2023-24 | Kgs | 147.0 | 147.0 | 1356.23 | False | None | None | False | None | False | 199365.81 | 0 | | 3905411 | 150563 | None | code08 | Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. 0.63 mm thick with zinc coating not less than 275 g/ m² (P.No. 21, I.No.7.1.1) (Volume No-2) 2023-24 | Sqm | 879.0 | 879.0 | 116.25 | False | None | None | False | None | False | 102183.75 | 0 | | 3905412 | 150563 | None | code09 | 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 (P.No.17, I.No.6.33, Volume No -2) 2023-24 | Sqm | 1231.0 | 1231.0 | 9.72 | False | None | None | False | None | False | 11965.32 | 0 | | 3905413 | 150563 | None | code10 | Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (P.No.42, I.No.8.5.2, Volume No -2) 2023-24 | Sqm | 349.0 | 349.0 | 9.24 | False | None | None | False | None | False | 3224.76 | 0 | | 3905414 | 150563 | None | code11 | 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. (P.No.42, I.No.8.8, Volume No-2) 2023-24 | Sqm | 371.0 | 371.0 | 13.6 | False | None | None | False | None | False | 5045.6 | 0 | | 3905415 | 150563 | None | code12 | 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.(P.No.45, I.No. 8.25, Volume No-2) 2023-24 | Sqm | 137.0 | 137.0 | 9.24 | False | None | None | False | None | False | 1265.88 | 0 | | 3905416 | 150563 | None | code13 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(P.No.46, I.No. 8.31 Volume No-2) 2023-24 | Sqm | 178.0 | 178.0 | 13.6 | False | None | None | False | None | False | 2420.8 | 0 | | 3905417 | 150563 | None | code14 | Providing and installing at site of work PVC pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jionting of approved type with all labour and lift charge, handling encasing the pipe all round to a depth not lessthan 15cms with gravel or selected earth available from the excavation etc., complete (PHE SR P.No.14, I.No.3.4.1) | Rmtr | 124.63 | 124.63 | 25.0 | False | None | None | False | None | False | 3115.75 | 0 | | 3905418 | 150563 | None | code15 | Construction of Sheep Shed - 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 ( P.NO. 8, I.No. 1.14.1,Volume No-1)2023-24 | Cum | 102.0 | 102.0 | 19.48 | False | None | None | False | None | False | 1986.96 | 0 | | 3905419 | 150563 | None | code16 | 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 omplete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (P.No.15, I.No.2.1.3) (Volume No-1) 2023-24 | Cum | 5989.0 | 5989.0 | 8.49 | False | None | None | False | None | False | 50846.61 | 0 | | 3905420 | 150563 | None | code17 | Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)(P.No.9, I.No. 5.3,Volume No-2) 2023-24 | Cum | 6205.0 | 6205.0 | 9.19 | False | None | None | False | None | False | 57023.95 | 0 | | 3905421 | 150563 | None | code18 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (P.No.9, I.No. 5.2) Volume No-2) 2023-24 | Cum | 6618.0 | 6618.0 | 4.99 | False | None | None | False | None | False | 33023.82 | 0 | | 3905422 | 150563 | None | code19 | 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) (P.No.84, I.No. 11.32, Volume No-2) 2023-24 | Kgs | 83.0 | 83.0 | 259.92 | False | None | None | False | None | False | 21573.36 | 0 | | 3905423 | 150563 | None | code20 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P.No.16, I.No.2.5.1,Volume No -1, (2023-24) | Cum | 9945.0 | 9945.0 | 14.56 | False | None | None | False | None | False | 144799.2 | 0 | | 3905424 | 150563 | None | code21 | 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 seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (P.No.82, I.No.11.16.2) (Volume No-2)2023-24 | Kgs | 147.0 | 147.0 | 1958.32 | False | None | None | False | None | False | 287873.04 | 0 | | 3905425 | 150563 | None | code22 | Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. 0.63 mm thick with zinc coating not less than 275 g/ m² (P.No. 21, I.No.7.1.1) (Volume No-2) 2023-24 | Sqm | 879.0 | 879.0 | 90.0 | False | None | None | False | None | False | 79110.0 | 0 | | 3905426 | 150563 | None | code23 | 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 (P.No.17, I.No.6.33, Volume No -2) 2023-24 | Sqm | 1231.0 | 1231.0 | 9.72 | False | None | None | False | None | False | 11965.32 | 0 | | 3905427 | 150563 | None | code24 | Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (P.No.42, I.No.8.5.2, Volume No -2) 2023-24 | Sqm | 349.0 | 349.0 | 9.24 | False | None | None | False | None | False | 3224.76 | 0 | | 3905428 | 150563 | None | code25 | 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. (P.No.42, I.No.8.8, Volume No-2) 2023-24 | Sqm | 371.0 | 371.0 | 13.6 | False | None | None | False | None | False | 5045.6 | 0 | | 3905429 | 150563 | None | code26 | 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.(P.No.45, I.No. 8.25, Volume No-2) 2023-24 | Sqm | 137.0 | 137.0 | 9.24 | False | None | None | False | None | False | 1265.88 | 0 | | 3905430 | 150563 | None | code27 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(P.No.46, I.No. 8.31 Volume No-2) 2023-24 | Sqm | 178.0 | 178.0 | 13.6 | False | None | None | False | None | False | 2420.8 | 0 | | 3905431 | 150563 | None | code28 | Providing and installing at site of work PVC pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jionting of approved type with all labour and lift charge, handling encasing the pipe all round to a depth not lessthan 15cms with gravel or selected earth available from the excavation etc., complete (PHE SR P.No.14, I.No.3.4.1) | Rmtr | 124.63 | 124.63 | 20.0 | False | None | None | False | None | False | 2492.6 | 0 |
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