| 1724416482000 | 0 | None | None | Buildings | Construction of Toilet in Govt higher Primary Galihalli school at Tariker taluk. | 423827.82 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3849589 | 147027 | None | 1.4.1 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m ( Page No-6/Item No-1.4.1/V-1/ S.R-2023-24
| Cum | 242.0 | 242.0 | 12.24 | False | None | None | False | None | False | 2962.08 | 0 | | 3849590 | 147027 | None | 2.1.2 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The ranite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (Page N0-15 Item No2.1.2/V-1/S.R-2023-24)
| Cum | 5664.0 | 5664.0 | 4.03 | False | None | None | False | None | False | 22825.92 | 0 | | 3849591 | 147027 | None | 2.1.4 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The ranite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates (Page N0-15 Item No2.1.4/V-1/S.R-2023-24)
| Cum | 6217.0 | 6217.0 | 0.85 | False | None | None | False | None | False | 5284.45 | 0 | | 3849592 | 147027 | None | 5.3 | Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Page N0-9 Item No5.3/V2/S.R-2023-24)
| Cum | 6205.0 | 6205.0 | 6.98 | False | None | None | False | None | False | 43310.9 | 0 | | 3849593 | 147027 | None | 1.9 | 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.(Page N0-7 Item No 1.9/V-1/S.R-2023-24)
| Cum | 266.0 | 266.0 | 12.24 | False | None | None | False | None | False | 3255.84 | 0 | | 3849594 | 147027 | None | 2.4.2 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates( Item No-2.4.2Page No-16/V-1/S.R-2023-24)
| Cum | 9485.0 | 9485.0 | 3.86 | False | None | None | False | None | False | 36612.1 | 0 | | 3849595 | 147027 | None | 2.4.2 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates( Item No-2.4.2Page No-16/V-1/S.R-2023-24)
Add 70% for Shuttering works as per Apendix-1 of SR2021-22 /V-1(P.N-115) | Cum | 11065.25 | 11065.25 | 0.16 | False | None | None | False | None | False | 1770.44 | 0 | | 3849596 | 147027 | None | 2.11 | 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. All other type of structures (volume 1 item no.2.11H/page No-18/ 2023-24)
| t | 79011.0 | 79011.0 | 0.32 | False | None | None | False | None | False | 25283.52 | 0 | | 3849597 | 147027 | None | 6.33 | 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. ( Vol-2/Item No-6.33 Page No-17/S.R-2023-24)
| Sqm | 1231.0 | 1231.0 | 64.67 | False | None | None | False | None | False | 79608.77 | 0 | | 3849598 | 147027 | None | 8.2.2 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) 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 incharge of work ( Page No-41/Item No-8.2.2/V-2/ S.R-2023-24)
| Sqm | 279.0 | 279.0 | 139.55 | False | None | None | False | None | False | 38934.45 | 0 | | 3849599 | 147027 | None | 8.25 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and in cluding 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. (Page N0-45 Item No 8.25/V-2/S.R-2023-24)
| Sqm | 137.0 | 137.0 | 110.03 | False | None | None | False | None | False | 15074.11 | 0 | | 3849600 | 147027 | None | 9.11 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thick ness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete.( Page No-60/Item No-9.11/V-2/ S.R-2023-24)
| Sqm | 889.0 | 889.0 | 12.6 | False | None | None | False | None | False | 11201.4 | 0 | | 3849601 | 147027 | None | 9.38 | Providing skirting, dadooing, rises of steps with white 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. ( Page No-65/Item No-9.38/V-2/ S.R-2023-24)
| Sqm | 1392.0 | 1392.0 | 29.57 | False | None | None | False | None | False | 41161.44 | 0 | | 3849602 | 147027 | None | 16.62.1 | Supplying to work spot rolling, lowering and placing in position RCC perforated rings in the already excavated pit including loading and unloading at both the destinations with all lead and lift with appurtenances., complete 900 mmx1100 mm (P.No.-208/I.No.16.62.1/V-5/ 2023-24)
| Each | 6157.0 | 6157.0 | 1.0 | False | None | None | False | None | False | 6157.0 | 0 | | 3849603 | 147027 | None | 17.12 | Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete.( Vol-2/Item No-17.12/ Page No-176/S.R-2023-24)
| Sqm | 928.0 | 928.0 | 1.77 | False | None | None | False | None | False | 1642.56 | 0 | | 3849604 | 147027 | None | 10.1.7 | Providing 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. complete PVC pipes 110mm dia 6kg/Sqcm &calss 3( Page No-113/Item No-10.1.7/V-5/ S.R-2023-24)
| m | 411.0 | 411.0 | 12.0 | False | None | None | False | None | False | 4932.0 | 0 | | 3849605 | 147027 | None | 13.34 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank(Page N0-123/ Item No-13.34/V-2/S.R-2023-24)
| Ltr | 9.0 | 9.0 | 2000.0 | False | None | None | False | None | False | 18000.0 | 0 | | 3849606 | 147027 | None | 13.31.2 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 20 mm nominal dia Pipes (Page N0-122/ Item No-13.31.2/V-2/S.R-2023-24)
| m | 242.0 | 242.0 | 50.0 | False | None | None | False | None | False | 12100.0 | 0 | | 3849607 | 147027 | None | 11.5.2 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge ( Vol-2/Item No-11.5.2/ Page No-77/S.R-2023-24)
| Sqm | 4242.0 | 4242.0 | 4.86 | False | None | None | False | None | False | 20616.12 | 0 | | 3849608 | 147027 | None | 14.7.1 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm
C.P. brass pillar taps( Page No-132/Item No-14.7.1/V-2/ S.R-2023-24)
| Each | 3082.0 | 3082.0 | 3.0 | False | None | None | False | None | False | 9246.0 | 0 | | 3849609 | 147027 | None | 14.15 | KSRB 14.10-3: Providing flooring with 25mm to 40mm thick polished Cadapa slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, including cost of materials, labour, curing, polishing complete as per specifications. Specification No. KBS(P.No.-108/I.No.14.15of CSR 2018-19)
| Sqm | 1262.0 | 1262.0 | 4.06 | False | None | None | False | None | False | 5123.72 | 0 | | 3849610 | 147027 | None | 14.23 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively ( Page No-135/Item No-14.23/V-2/ S.R-2023-24)
| Each | 1154.0 | 1154.0 | 8.0 | False | None | None | False | None | False | 9232.0 | 0 | | 3849611 | 147027 | None | 14.1.1 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests( Page No-131/Item No-14.1.1/V-2/ S.R-2023-24)
| Each | 4884.0 | 4884.0 | 1.0 | False | None | None | False | None | False | 4884.0 | 0 | | 3849612 | 147027 | None | 11.19.2 | Providing GM gland cocks tested against hydraulic pressure of 20 Kg/ m² with ISI mark. For 20 mm dia GM gland cocks (Page N0-134/ Item No-11.19.2/V-5/S.R-2023-24)
| Each | 419.0 | 419.0 | 11.0 | False | None | None | False | None | False | 4609.0 | 0 |
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