| 1709295317000 | 0 | None | None | Other Works | Construction of periphery compound wall at 66/11 kV Sub-station, Tekal (Phase-1). | 4799908.77 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2874704 | 93837 | None | code01 | surveying of Sub-station land using total stations and other survey equipment duly running peripheral traversing, establishing RL’s at every 5 m intervals and atleast two TBM's with reference to a permanent bench mark/ GTS bench marks, fixing boundary stones at every corner points along with providing GPS Co-ordinates, submission of CADD drawings for block levels, generating contours at suitable intervals, superimposing GA drawings of the Sub-station on the contour map, computation of cutting and filling quantities for site grading and submission of hard copy of detailed report and drawings in 6 sets along with soft copy.(KPTCL SR 2023-24, P-155, I-4)
| No | 22987.58 | 22987.58 | 1.0 | False | None | None | False | None | False | 22987.58 | 0 | | 2874705 | 93837 | None | code02 | Obtaining Survey sketch of 66/11kv sub-station, Tekal from Taluk surveyor duly marking of KPTCL Land with bond stones etc as per directions of Engineer-in-charge.
| No | 5000.0 | 5000.0 | 1.0 | False | None | None | False | None | False | 5000.0 | 0 | | 2874706 | 93837 | None | code03 | 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 (2023-24 SR V-3, P-9, I-2.5iiA)
| Sqm | 4.64 | 4.64 | 4000.0 | False | None | None | False | None | False | 18560.0 | 0 | | 2874707 | 93837 | None | code04 | 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. (KPWD SR 2023-24, vol1,P-5, I-1.4.1).
| Cum | 285.56 | 285.56 | 293.18 | False | None | None | False | None | False | 83720.4808 | 0 | | 2874708 | 93837 | None | code05 | 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.(KPWD SR 2023-24, vol1,P-15, I-2.1.2)
| Cum | 6884.03 | 6884.03 | 40.28 | False | None | None | False | None | False | 277288.7284 | 0 | | 2874709 | 93837 | None | code06 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (KPWD SR 2023-24, vol2,P-9, I-5.4).
| Cum | 7539.02 | 7539.02 | 235.11 | False | None | None | False | None | False | 1772498.9922 | 0 | | 2874710 | 93837 | None | code07 | Providing and laying in position plain cementconcrete 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 of steel reinforcement shall be paid separately)Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates.(KPWD SR 2023-24, vol1,P-16, I-2.1.4)
| Cum | 7556.14 | 7556.14 | 25.44 | False | None | None | False | None | False | 192228.2016 | 0 | | 2874711 | 93837 | None | code08 | 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.(KPWD SR 2023-24,V-2, P-17, I-6.32))
| Sqm | 1545.8 | 1545.8 | 582.43 | False | None | None | False | None | False | 900320.294 | 0 | | 2874712 | 93837 | None | code09 | 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 (KPWD SR 2023-24, vol2, I-11.1, p-77)
| Kg | 125.08 | 125.08 | 2209.87 | False | None | None | False | None | False | 276410.5396 | 0 | | 2874713 | 93837 | None | code10 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) tobrick/stone masonary including rounding off corners wherever requiredsmooth rendering, providing and removing scaffolding, including costof materials, labour, curing complete as per specifications and as perdirections of Engineer-in-charge.(KPWD SR 2023-24, vol2,P-41, I-8.3.2)
| Sqm | 392.94 | 392.94 | 1258.29 | False | None | None | False | None | False | 494432.4726 | 0 | | 2874714 | 93837 | None | code11 | Providing patti 10cm wide 10mm thick alround the parpet with C.m. 1:3 and finished as per design etc., complete. (MR).
| m | 40.0 | 40.0 | 1418.56 | False | None | None | False | None | False | 56742.4 | 0 | | 2874715 | 93837 | None | code12 | 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-cha(V-2, P-44, I-8.19.1)
| Sqm | 300.9 | 300.9 | 272.8 | False | None | None | False | None | False | 82085.52 | 0 | | 2874716 | 93837 | None | code13 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/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.(KPWD SR 2023-24, vol2,P-47, I-8.32)
| Sqm | 184.08 | 184.08 | 1531.09 | False | None | None | False | None | False | 281843.0472 | 0 | | 2874717 | 93837 | None | code14 | 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. for:PVC pipes 110mm dia., 6 kg/sqcm & class 3(V-5, P-113, I-10.1.7)
| m | 484.98 | 484.98 | 471.0 | False | None | None | False | None | False | 228425.58 | 0 | | 2874718 | 93837 | None | code15 | Labour charges for levelling and disposal of excess earth (KPWD SR 2023-24, vol1,P-A-50, I-IV).
| No | 577.65 | 577.65 | 30.0 | False | None | None | False | None | False | 17329.5 | 0 | | 2874719 | 93837 | None | code16 | 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-95, I-11.57.1)
| m | 21.24 | 21.24 | 3069.0 | False | None | None | False | None | False | 65185.56 | 0 | | 2874720 | 93837 | None | code17 | 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. (KPWD SR 2023-24, vol1,P-7, I-1.9).
| Cum | 313.88 | 313.88 | 79.17 | False | None | None | False | None | False | 24849.8796 | 0 |
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