1722940142000 | 0 | None | None | Other Works | Construction of CD Near Bannenavar farm in Ghataprabha | 503590.73 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3704054 | 136478 | None | 001 | 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 .KPWD Common DSR 2023-24 Volume 1 (P No: 5 I.No:1.4.1 ) | Cum | 254.1 | 254.1 | 70.98 | False | None | None | False | None | False | 18036.018 | 0 | 3704055 | 136478 | None | 002 | 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. KPWD Common DSR 2023-24 Volume 3 (P No: 9 I.No:3.12 ) | Cum | 153.3 | 153.3 | 10.5 | False | None | None | False | None | False | 1609.65 | 0 | 3704056 | 136478 | None | 003 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work PWD Common DSR 2023-24 Volume 1 (P No: 7 I.No:1.8) | Cum | 497.7 | 497.7 | 85.5 | False | None | None | False | None | False | 42553.35 | 0 | 3704057 | 136478 | None | 004 | 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 Common DSR 2023-24 Volume 1 (P No: 15 I.No:2.1.2 ) | Cum | 5947.2 | 5947.2 | 10.7 | False | None | None | False | None | False | 63635.04 | 0 | 3704058 | 136478 | None | 005 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey.RCC NP3 Class pipe of 1000 mm dia.(PWD Common DSR 2023-24 Volume 5 (P No:188.00 I.No:16.3.11 ) | Cum | 5746.65 | 5746.65 | 15.0 | False | None | None | False | None | False | 86199.75 | 0 | 3704059 | 136478 | None | 006 | Laying,Lowering and jointing of S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class ,rolling and lowering into trenches, laying true to line and level at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing).RCC NP3 Class pipe of 1000 mm dia.(PWD Common DSR 2023-24 Volume 5 (P No:189 I.No:16.4.11) | Cum | 781.2 | 781.2 | 15.0 | False | None | None | False | None | False | 11718.0 | 0 | 3704060 | 136478 | None | 007 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications (PWD SR Vol-I 2021-22; P.No.7; I. No.1.10) | Cum | 128.1 | 128.1 | 49.0 | False | None | None | False | None | False | 6276.9 | 0 | 3704061 | 136478 | None | 008 | Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) KPWD Common DSR 2023-24 Volume 2 (P No: 9 I.No:5.3 ) | Cum | 6515.25 | 6515.25 | 15.54 | False | None | None | False | None | False | 101246.985 | 0 | 3704062 | 136478 | None | 009 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work PWD Common DSR 2023-24 Volume 3(P No: 149 I.No:16.28) | Cum | 7091.7 | 7091.7 | 6.75 | False | None | None | False | None | False | 47868.975 | 0 | 3704063 | 136478 | None | 010 | 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 .KPWD Common DSR 2023-24 Volume 1 (P No: 16 I.No:2.3.1) | Cum | 6639.15 | 6639.15 | 8.42 | False | None | None | False | None | False | 55901.643 | 0 | 3704064 | 136478 | None | 011 | Flooring with 25mm thick polished tandur blue stone 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..KPWD Common DSR 2023-24 Volume 3 (P No: 64 I.No:9.34) | Cum | 1622.25 | 1622.25 | 14.85 | False | None | None | False | None | False | 24090.4125 | 0 | 3704065 | 136478 | None | 012 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate Cement Concrete Drain Walls Form Works Consider 35% KPWD Common DSR 2023-24 Volume 1 (P No: 111 SI.No : 4) | Cum | 2323.7 | 2323.7 | 8.42 | False | None | None | False | None | False | 19565.554 | 0 | 3704066 | 136478 | None | 013 | 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.KPWD Common DSR 2023-24 Volume 1 (P No: 18 I.No : 2.1 h) | t | 82961.55 | 82961.55 | 0.3 | False | None | None | False | None | False | 24888.465 | 0 |
|