1727244481000 | 0 | None | None | Buildings | PROPOSED CONSTRUCTION OF COW SHED BLOCK II IN Sy No. 279 AT GOLIHOLE, GOLIHOLE VILLAGE, BYNDOOR TALUK FOR SRI MOOKAMBIKA TEMPLE, KOLLUR, BYNDOOR TALUK, UDUPI DIST. | 3688165.87 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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4071106 | 158390 | None | code01 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth up to 1.50m(PWD Common SR Vol 1 Page No 6 Sl. No 1.6.1) | Cum | 526.4 | 526.4 | 96.0 | False | None | None | False | None | False | 50534.4 | 0 | 4071107 | 158390 | None | code02 | Providing and laying in position plain cement concrete for leveling 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates (PWD Common SR Vol 1 Page No 15 Sl. No 2.1.2) | Cum | 6007.68 | 6007.68 | 37.3 | False | None | None | False | None | False | 224086.464 | 0 | 4071108 | 158390 | None | code03 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR Vol 1 Page No 15 Sl. No 2.2.1.1) | Cum | 7357.02 | 7357.02 | 16.0 | False | None | None | False | None | False | 117712.32 | 0 | 4071109 | 158390 | None | code04 | 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 (PWD Common SR Vol 1 Page No 17, Sl. No 2.5.1) | Cum | 12320.78 | 12320.78 | 5.65 | False | None | None | False | None | False | 69612.407 | 0 | 4071110 | 158390 | None | code05 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR Vol 2 Page No 9 Sl. No 5.1.1) | Cum | 5402.88 | 5402.88 | 18.5 | False | None | None | False | None | False | 99953.28 | 0 | 4071111 | 158390 | None | code06 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR Vol 2 Page No 9 Sl. No 5.2) | Cum | 6284.32 | 6284.32 | 12.3 | False | None | None | False | None | False | 77297.136 | 0 | 4071112 | 158390 | None | code08 | 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. (PWD Common SR Vol 1 Page No 7, Sl. No 1.9) | Cum | 228.48 | 228.48 | 150.0 | False | None | None | False | None | False | 34272.0 | 0 | 4071113 | 158390 | None | code09 | 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 Super structure in CM 1:6 (PWD SR Vol 2 Page No 17 Sl. No 6.37) | Sqm | 6658.4 | 6658.4 | 40.0 | False | None | None | False | None | False | 266336.0 | 0 | 4071114 | 158390 | None | code10 | a) 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 (PWD Common SR Vol 1 Page No 17 Sl. No 2.5.1) | Cum | 11596.03 | 11596.03 | 5.15 | False | None | None | False | None | False | 59719.5545 | 0 | 4071115 | 158390 | None | code11 | Providing Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members wherever 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) (PWD SR Vol 2 Page No 84 Sl. No 11.32) | Kg | 118.72 | 118.72 | 2710.0 | False | None | None | False | None | False | 321731.2 | 0 | 4071116 | 158390 | None | code12 | Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD SR Vol 2, Page No 75 Sl. No 11.2) | Kg | 106.4 | 106.4 | 6000.0 | False | None | None | False | None | False | 638400.0 | 0 | 4071117 | 158390 | None | code13 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single lengthupto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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. (PWD SR Vol 2, Page No 26 Sl. No 7.38) | Sqm | 622.72 | 622.72 | 430.0 | False | None | None | False | None | False | 267769.6 | 0 | 4071118 | 158390 | None | code14 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete. Ridges plain (500 - 600mm)(PWD SR Vol 2, Page No 27 Sl. No 7.39.1) | Mtr | 404.32 | 404.32 | 38.2 | False | None | None | False | None | False | 15445.024 | 0 | 4071119 | 158390 | None | code15 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation com plete, including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.20 mm M.S. laths with 1.20 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge (PWD SR Vol 2 Page No 76 Sl. No 11.6.2) | Sqm | 2666.72 | 2666.72 | 15.12 | False | None | None | False | None | False | 40320.8064 | 0 | 4071120 | 158390 | None | code16 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding (PWD SR Vol 2, Page No 85, Sl. No 11.34A) | Kg | 178.08 | 178.08 | 1590.0 | False | None | None | False | None | False | 283147.2 | 0 | 4071121 | 158390 | None | code17 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone 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. (PWD SR Vol 2, Page No 41, Sl. No 8.3.1) | Sqm | 343.84 | 343.84 | 665.2 | False | None | None | False | None | False | 228722.368 | 0 | 4071122 | 158390 | None | code18 | Providing and laying flooring with burnt stone slabs 10 cms thick rough chistle dressed on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3, , including cost of materials, mortar, labour, curing complete as per specificationsm (PWD SR Vol 2 Page No 63, Sl. No 9.28) | Sqm | 1085.28 | 1085.28 | 220.0 | False | None | None | False | None | False | 238761.6 | 0 | 4071123 | 158390 | None | code19 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 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. (PWD SR Vol 2, Page No 46 Sl. No 8.30) | Sqm | 152.32 | 152.32 | 665.2 | False | None | None | False | None | False | 101323.264 | 0 | 4071124 | 158390 | None | code20 | 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 . (PWD SR Vol 2, Page No 47 Sl. No 8.33.3) | Sqm | 118.7 | 118.7 | 70.0 | False | None | None | False | None | False | 8309.0 | 0 | 4071125 | 158390 | None | code21 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete (PWD SR Vol 2, Page No 95 Sl. No 11.57.2) | Sqm | 107.52 | 107.52 | 945.0 | False | None | None | False | None | False | 101606.4 | 0 | 4071126 | 158390 | None | code22 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade) (PWD SR Vol 2, Page No 95 Sl. No 11.59) | Sqm | 800.8 | 800.8 | 265.0 | False | None | None | False | None | False | 212212.0 | 0 | 4071127 | 158390 | None | code07 | 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR Vol 1 Page No 16 Sl. No 2.3.1) | Cum | 10510.08 | 10510.08 | 21.9688 | False | None | None | False | None | False | 230893.845504 | 0 |
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