1706789419000 | 0 | None | None | Other Works | Construction of periphery compound wall (towards south side) to the vacant land at 220 KV Sub-station, Ekarajapura (Call-2). | 2599704.65 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2382368 | 70844 | None | Code01 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Dozer In area of light jungle(V-3, P-7, I-2.5A) | Hectare | 186440.0 | 186440.0 | 0.2 | False | None | None | False | None | False | 37288.0 | 0 | 2382369 | 70844 | None | Code02 | Labour charges for obtaining 66/11 kv sub-station Ekarajapura land survey sketch from survey department duly singed by survey supervisor & fixing of bond stone by surveyer as per directions of engineer in-charge. | Nos. | 5000.0 | 5000.0 | 1.0 | False | None | None | False | None | False | 5000.0 | 0 | 2382370 | 70844 | None | Code03 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of 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(V-1, P-5, I-1.4.1) | Cum | 219.48 | 219.48 | 218.09 | False | None | None | False | None | False | 47866.3932 | 0 | 2382371 | 70844 | None | Code04 | 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 complete the work as per technical specifications. (The cost include formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates(V-1,P-15, I-2.1.2) | Cum | 6143.08 | 6143.08 | 24.88 | False | None | None | False | None | False | 152839.8304 | 0 | 2382372 | 70844 | None | Code05 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)(V-2, P-9, I-5.4) | Cum | 6315.36 | 6315.36 | 181.68 | False | None | None | False | None | False | 1147374.6048 | 0 | 2382373 | 70844 | None | Code06 | 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 complete the work as per technical specifications. (The cost include formwork ) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (Plinth)(V-1, P-15, I-2.1.4) | Cum | 6961.81 | 6961.81 | 9.5 | False | None | None | False | None | False | 66137.195 | 0 | 2382374 | 70844 | None | Code07 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm 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.(V-2, P-17, I-6.32) | Sqm | 1411.28 | 1411.28 | 323.95 | False | None | None | False | None | False | 457184.156 | 0 | 2382375 | 70844 | None | Code08 | 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 complete the work as per technical specifications. (The cost include formwork ) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Copping (V-1, P-15, I-2.1.4) | Cum | 6961.81 | 6961.81 | 5.58 | False | None | None | False | None | False | 38846.8998 | 0 | 2382376 | 70844 | None | Code09 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary 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(V-2, P-41, I-8.3.2) | Sqm | 325.68 | 325.68 | 777.25 | False | None | None | False | None | False | 253134.78 | 0 | 2382377 | 70844 | None | Code10 | Providing patti 10cm wide 10mm thick alround the parpet with C.m. 1:3 and finished as per design etc., complete. (MR). | m | 48.61 | 48.61 | 844.0 | False | None | None | False | None | False | 41026.84 | 0 | 2382378 | 70844 | None | Code11 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.(V-2, P-44, I-8.19.1) | Sqm | 234.82 | 234.82 | 105.5 | False | None | None | False | None | False | 24773.51 | 0 | 2382379 | 70844 | None | Code12 | 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.(V-1, P7, I-1.9) | Cum | 247.94 | 247.94 | 117.11 | False | None | None | False | None | False | 29036.2534 | 0 | 2382380 | 70844 | None | Code13 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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 and Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) 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.(V-2, P-45, I-8.28)+.(V-2, P-45, I-8.27) | Sqm | 129.8 | 129.8 | 882.75 | False | None | None | False | None | False | 114580.95 | 0 | 2382381 | 70844 | None | Code14 | Supplying 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. for:PVC pipes 75mm dia., 6 kg/sqcm & class 3(V-5, P-134, I-1.5) | m | 247.8 | 247.8 | 9.0 | False | None | None | False | None | False | 2230.2 | 0 | 2382382 | 70844 | None | Code15 | Providing and fixing Structural Steel work in single section, fixed with or without connecting plate, 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.(V-2, P-75, I-11.1) | Kg | 120.36 | 120.36 | 973.25 | False | None | None | False | None | False | 117140.37 | 0 | 2382383 | 70844 | None | Code16 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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.(V-2, P-48, I-8.41) | Sqm | 153.4 | 153.4 | 29.84 | False | None | None | False | None | False | 4577.456 | 0 | 2382384 | 70844 | None | Code17 | 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( V-2, P-94, I-11.57) | m | 17.7 | 17.7 | 1899.0 | False | None | None | False | None | False | 33612.3 | 0 | 2382385 | 70844 | None | Code18 | Running peripheral Theodalite traverse along periphery and co-ordinating and heightening of all corners/ turning points, establishing permanent coordinate axis, formation of grids at 50m intervals for northing and easting with reference to already established permanent coordinate axis levels at 50m grid intersection for preparing plot plan of the entire area with contours, including existing structure locations, (KPTCL SR 2019,pno-73, slno 2 Aa). | Hectare | 1683.86 | 1683.86 | 6.07 | False | None | None | False | None | False | 10221.0302 | 0 | 2382386 | 70844 | None | Code19 | Preparing of CAD drawings, generating the contours using appropriate software and submission of 6 sets of blue prints and one Laminated sheet original and one soft copy etc complete ( KPTCL SR 2019, p no 73 Slno 2 Ad). | Per Project | 16833.88 | 16833.88 | 1.0 | False | None | None | False | None | False | 16833.88 | 0 |
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