| 1720079107000 | 0 | None | None | Other Works | Construction of CC windrow platform (extension) at SWM site and Water supply arrangements cistern 2nos & pipeline work at SWM site of Humnabad TMC | 2485633.71 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3449759 | 122647 | None | code01 | 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. In all kinds of soils upto 300 mm depth. (PWD SR 2023-24, VOL-I, Item No. 1.12, Page No. 8) | Cum | 99.75 | 99.75 | 277.7625 | False | None | None | False | None | False | 27706.809375 | 0 | | 3449760 | 122647 | None | code02 | Water Bound Macadam: Construction of rock fill embankment with broken hard rock
fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone spalls, blinding top layer with granular material, rolled with vibratory road roller, all complete as per clause 313. (PWD SR 2023-24, VOL-III, Item No. 3.12, Page No. 18) | Cum | 143.3 | 143.3 | 185.175 | False | None | None | False | None | False | 26535.5775 | 0 | | 3449761 | 122647 | None | code03 | Providing and laying in position 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 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. (PWD SR 2023-24, VOL-I, Item No. 2.1.2, Page No. 15). | Cum | 5947.2 | 5947.2 | 138.88 | False | None | None | False | None | False | 825947.136 | 0 | | 3449762 | 122647 | None | code04 | Providing and laying in 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, VOL-I, Item No. 2.3.1, Page No. 16). | Cum | 6639.15 | 6639.15 | 86.7375 | False | None | None | False | None | False | 575863.273125 | 0 | | 3449763 | 122647 | None | code05 | Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, VOL-I, Item No. 2.5.2, Page No. 16). | Cum | 10606.65 | 10606.65 | 9.73 | False | None | None | False | None | False | 103202.7045 | 0 | | 3449764 | 122647 | None | code06 | Steel Fabrication: 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. (PWD SR 2023-24, VOL-I, Item No. 2.11(a), Page No. 18). | Tonne | 91929.85 | 91929.85 | 1.33 | False | None | None | False | None | False | 122266.7005 | 0 | | 3449765 | 122647 | None | code07 | RCC hume pipe Circular pump house: Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm .(RDWS SR 2019-20 Page No.67 Item No. 10.15) | Each | 16000.0 | 16000.0 | 2.0 | False | None | None | False | None | False | 32000.0 | 0 | | 3449766 | 122647 | None | code08 | Heavy Duty GI pipe of 40mm dia (KUWS&DB SR 2023-24 Page No.128 Item No. 11.5.5) | Mtr | 498.0 | 498.0 | 8.0 | False | None | None | False | None | False | 3984.0 | 0 | | 3449767 | 122647 | None | code09 | GI bend 40mm (KUWS&DB SR 2023-24 Page No.130 Item No. 11.8.5) | No | 267.0 | 267.0 | 4.0 | False | None | None | False | None | False | 1068.0 | 0 | | 3449768 | 122647 | None | code10 | Gi pipe 20mm | Rmtr | 263.0 | 263.0 | 4.0 | False | None | None | False | None | False | 1052.0 | 0 | | 3449769 | 122647 | None | code11 | GI Collars 40mm (KUWS&DB SR 2023-24 Page No.130 Item No. 11.6.5) | Each | 206.0 | 206.0 | 4.0 | False | None | None | False | None | False | 824.0 | 0 | | 3449770 | 122647 | None | code12 | GI Collars 20mm (KUWS&DB SR 2023-24 Page No.130 Item No. 11.6.2) | No | 99.0 | 99.0 | 4.0 | False | None | None | False | None | False | 396.0 | 0 | | 3449771 | 122647 | None | code13 | 20mm GM gland cock (KUWS&DB SR 2023-24 Page No.134 Item No. 11.19.5) | No | 719.0 | 719.0 | 8.0 | False | None | None | False | None | False | 5752.0 | 0 | | 3449772 | 122647 | None | code14 | 40 mm GM Valve (KUWS&DB SR 2023-24 Page No.133 Item No. 11.15.5) | No | 1500.0 | 1500.0 | 2.0 | False | None | None | False | None | False | 3000.0 | 0 | | 3449773 | 122647 | None | code15 | GI pulg 40 mm (KUWS&DB SR 2023-24 Page No.131 Item No. 11.1.5) | No | 176.0 | 176.0 | 2.0 | False | None | None | False | None | False | 352.0 | 0 | | 3449774 | 122647 | None | code16 | GI union 40 mm (KUWS&DB SR 2023-24 Page No.131 Item No. 11.12.5)) | No | 237.0 | 237.0 | 2.0 | False | None | None | False | None | False | 474.0 | 0 | | 3449775 | 122647 | None | code17 | Earthwork in surface excavation in ordinary soil for levelling and lowering the ground manually (other than foundation of buildings, culverts, road drains and trenches of pipe lines and cables) and removing the excavated stuff to a distance not exceeding 50m and lift upto 1.5m, excavated surface levelled and neatly dressed, disposed earth to be levelled after breaking of clods and neatly dressed as per specifications. Specification No KBS 2.1(a)/2.3.1(PWD SR 2023-24 Page No.05 Item No. 1.4) | Cum | 242.0 | 242.0 | 16.595 | False | None | None | False | None | False | 4015.99 | 0 | | 3449776 | 122647 | None | code18 | Providing and constructing steining with hard, granite or trap or basalt or sand stone size stone masonry in CM 1:6 proportion with courses not less than 20cms high with bond stone spaced at 2 Mtrs apart to its full width in each course including pointing in CM 1:3,scaffolding curing bailing out water etc., complete as per specification (PWD SR 2023-24 Vol II Page No.9 Item No. 5.4) | Cum | 6389.0 | 6389.0 | 4.14 | False | None | None | False | None | False | 26450.46 | 0 | | 3449777 | 122647 | None | code19 | Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work. (RDWS SR 2019-20 Page No.67 Item No. 10.16) | Each | 1879.0 | 1879.0 | 2.0 | False | None | None | False | None | False | 3758.0 | 0 | | 3449778 | 122647 | None | code20 | Earthwork excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, in hard soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. including breaking of clods complete as per specifications.(PWD SR 2023-24 Page No.06 Item No. 1.6) | Cum | 484.0 | 484.0 | 108.0 | False | None | None | False | None | False | 52272.0 | 0 | | 3449779 | 122647 | None | code21 | HDPE pipe grade PE80-PN 10, 63mm (KUWS&DB SR 2023-24 Page No.113 Item No. 10.1.5) | Rmtr | 160.0 | 160.0 | 400.0 | False | None | None | False | None | False | 64000.0 | 0 | | 3449780 | 122647 | None | code22 | Refilling the excavated stuff in layers of 15cms thick including watering and consolidation etc., complete with all lead and lifts, etc., complete (RDWS SR 2019-20 Page No.A-35 SL. No.139) | Cum | 266.0 | 266.0 | 108.0 | False | None | None | False | None | False | 28728.0 | 0 | | 3449781 | 122647 | None | code23 | KSRB 13-11.1 : Providing and placing on terrace, polyethylene water storage tanks as per IS 12701 :1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM of equipments and testing complete as per specifications.(For 1000 litre capacity) Specification No.KBS 13.22 | No | 9.0 | 9.0 | 2000.0 | False | None | None | False | None | False | 18000.0 | 0 | | 3449782 | 122647 | None | code24 | KSRB 13-11.1 : Providing and placing on terrace, polyethylene water storage tanks as per IS 12701 :1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM of equipments and testing complete as per specifications.(For 1000 litre capacity) Specification No.KBS 13.22 | No | 9.0 | 9.0 | 1000.0 | False | None | None | False | None | False | 9000.0 | 0 | | 3449783 | 122647 | None | code25 | Fencing with G.I. barbed wire Angle iron post placed at required distance
embedded in cement concrete blocks, every 15th post, last but one end
post and corner post shall be strutted on both sides and end post on
one side only and provided with horizontal lines and two diagonals
interwoven with horizontal wires, of barbed wire weighing 9.38 kg per
100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire. (PWD SR 2023-24, Vol-III, Item No.11.57.1, Page No. 95). | Mtr | 18.0 | 18.0 | 5500.0 | False | None | None | False | None | False | 99000.0 | 0 | | 3449784 | 122647 | None | code26 | 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 2023-24, Vol-III, Item No.11.57.2, Page No. 95). | Kg | 113.0 | 113.0 | 1660.75 | False | None | None | False | None | False | 187664.75 | 0 | | 3449785 | 122647 | None | code27 | Providing and laying in 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24, VOL-I, Item No. 2.3.1, Page No. 16). | Cum | 6323.0 | 6323.0 | 20.0475 | False | None | None | False | None | False | 126760.3425 | 0 | | 3449786 | 122647 | None | code28 | KSRB 2-2.1 : Earthwork excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. including breaking of clods complete as per specifications. (PWD SR 2023-24, Item No. 1.4.1, Page No. 5 Vol-I) | Cum | 242.0 | 242.0 | 5.9625 | False | None | None | False | None | False | 1442.925 | 0 | | 3449787 | 122647 | None | code29 | KSRB 4-1.3 : Providing and laying in position plain cement concrete of mix 1:4:8 with OPC cement @ 180kgs, with 40mm and down size graded granite metal coarse aggregates @0.85cum and fine aggregates @ 0.57cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. (PWD SR 2023-24, Item No. 2.1.2, Page No. 15 Vol-I) | Cum | 5611.0 | 5611.0 | 0.795 | False | None | None | False | None | False | 4460.745 | 0 | | 3449788 | 122647 | None | code30 | KSRB 5.2-2 : Providing and constructing granite / trap / basalt size stone masonry in foundation with cement mortar 1:6, stone hammerd dressed in courses not less than 20 cms high, bond stones at 2m. apart in each course including cost of materials, labour, curing complete as per specifications. (PWD SR 2023-24, Item No. 5.1.1, Page No. 9 Vol-II). | Cum | 5611.0 | 5611.0 | 3.1 | False | None | None | False | None | False | 17394.1 | 0 | | 3449789 | 122647 | None | code31 | KSRB 5.3-3: Providing and constructing granite / trap / basalt size stone masonry in basement with cement mortar 1:6, edges of stones chistle dressed in courses not less than 15 cms high, bond stones at 2m. apart in each course including cost of materials, labour, curing complete as per specifications. (PWD SR 2023-24, Item No.5.4, Page No.9 Vol-II) | Cum | 6389.0 | 6389.0 | 2.1465 | False | None | None | False | None | False | 13713.9885 | 0 | | 3449790 | 122647 | None | code32 | KSRB 6-1.3 : Providing and constructing burnt brick masonry for basement and superstructure with approved quality of non-modular bricks of standard size of class designation 3.5Newton per sqmm with cement mortar1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications. (PWD SR 2023-24, Item No. 6.8, Page No. 14) | Sqm | 7969.0 | 7969.0 | 2.6772 | False | None | None | False | None | False | 21334.6068 | 0 | | 3449791 | 122647 | None | code33 | KSRB 6-7.3 : Construction of partition wall 11.2 cms thick with non-modular ground moulded burnt bricks of class designation 3.5 Newton per sqmm with cement mortar 1:4 including cost of materials, labour charges, scaffolding, curing complete as per specifications. (PWD SR 2023-24, Item No.6.13, Page No.14, Vol-II) | Sqm | 967.0 | 967.0 | 4.5225 | False | None | None | False | None | False | 4373.2575 | 0 | | 3449792 | 122647 | None | code34 | 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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. (PWD SR 2023-24, Item No. 8.9, Page No.42, Vol-II) | Sqm | 385.0 | 385.0 | 23.11 | False | None | None | False | None | False | 8897.35 | 0 | | 3449793 | 122647 | None | code35 | KSRB 14-17.2 : Providing skirting, dadoing, rises of steps with colour glazed tiles 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. (PWD SR 2023-24, Item No.9.39, Page No.65,Vol-II) | Sqm | 1449.0 | 1449.0 | 12.66 | False | None | None | False | None | False | 18344.34 | 0 | | 3449794 | 122647 | None | code35 | Providing and fixing for flooring 40mm thick sadarhalli grey flammed granite slab for bath areas in Bathrooms over a bed of 25mm thick CM 1:6 and fixing granite slab with CM 1:3. (PWD SR 2023-24, Item No. 9.31, Page No. 64, Vol-II) | Sqm | 2085.0 | 2085.0 | 2.196 | False | None | None | False | None | False | 4578.66 | 0 | | 3449795 | 122647 | None | code35 | KSRB 11-7.1 : Providing and fixing white vitreous china clay, flat unit back, lipped front urinal basin of 430x260x350mm with 5 litres PVC automatic flushing cistern, C.l / M.S brackets, standard flush pipe and C.P. brass spreaders with brass unions and G.l. damps complete painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications. (PWD SR 2023-24, Page No.131, Item No.14.4.1). | Each | 4454.0 | 4454.0 | 5.0 | False | None | None | False | None | False | 22270.0 | 0 | | 3449796 | 122647 | None | code35 | KSRB 13-11.1 : Providing and placing on terrace, polyethylene water storage tanks as per IS 12701 :1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM of equipments and testing complete as per specifications.(For 1000 litre capacity) Specification No.KBS 13.22 | Ltr | 9.0 | 9.0 | 250.0 | False | None | None | False | None | False | 2250.0 | 0 | | 3449797 | 122647 | None | code35 | Platform for Storage tank | LS | 3300.0 | 3300.0 | 5.0 | False | None | None | False | None | False | 16500.0 | 0 |
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