| 1706434708000 | 0 | None | None | Water supply/sewage lines | Providing and laying of 63mm HDPE pipe line and construction of cistern for drinking water purpose from jalagar voni toilet near to talavar voni in ward no 13 and Providing and laying of 75mm HDPE pipe line from khaleel circle to via balaji house ward no 09 Ganganna house in ward no 08 in Maski TMC limit | 349390.63 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2317834 | 68436 | None | code01 | Cutting of road surface for pipeline trenches and disposing of the excated stuff as directed including barricading, danger lighting etc. in the Cement Concrete Road. (P.No: 269, I.No.: 37.40) | Cum | 849.95 | 849.95 | 33.6 | False | None | None | False | None | False | 28558.32 | 0 | | 2317835 | 68436 | None | code02 | Earth work in excavation for pipeline trenches upto 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & boning rods at every 100 mm wherevere necessary as directed, removed of slumps and boning deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excaved earth locally for the work etc..a) -do- in Ordinary / all soils / Hard soil (Depth upto 3 m) | Cum | 161.07 | 161.07 | 121.2 | False | None | None | False | None | False | 19521.684 | 0 | | 2317836 | 68436 | None | code03 | Supplying HDPE pipes conforming to IS 4984-1995 with latest amendments and conveying to work site including loading and unloding at both destination and rolling, lowering into trenches, laying true to line and jointing of pi[es and specialds by electrofusion welding as per standard procedure and guidelines including encasing the pi[e around to a depth not less than 15cms with soft gravel or slelected earth aviailable from the excavation etc. complete giving hydraulic test as per relevant ISS with all lead and lift including testing and commissioning. The rate is exclusive of required specials and fitting etc. complete (Contractor will make his own arangement for procuring water for testing Upto 63 mm dia, coils shall be used. | Mtr | 230.45 | 230.45 | 110.0 | False | None | None | False | None | False | 25349.5 | 0 | | 2317837 | 68436 | None | code04 | Supplying HDPE pipes conforming to IS 4984-1995 with latest amendments and conveying to work site including loading and unloding at both destination and rolling, lowering into trenches, laying true to line and jointing of pi[es and specialds by electrofusion welding as per standard procedure and guidelines including encasing the pi[e around to a depth not less than 15cms with soft gravel or slelected earth aviailable from the excavation etc. complete giving hydraulic test as per relevant ISS with all lead and lift including testing and commissioning. The rate is exclusive of required specials and fitting etc. complete (Contractor will make his own arangement for procuring water for testing Upto 75 mm dia, coils shall be used. | Mtr | 298.59 | 298.59 | 170.0 | False | None | None | False | None | False | 50760.3 | 0 | | 2317838 | 68436 | None | code05 | Refilling pipeline trenches and foundation with selected available earth From trench excavation and foundation including watering, consolidation In layers of 15 cms thickness including Disposing off the surplus earth with Lead of 2000 m. | Cum | 127.61 | 127.61 | 121.2 | False | None | None | False | None | False | 15466.332 | 0 | | 2317839 | 68436 | None | code06 | KSRRB M600-1 Providing Construction of Dry lean cement concrete mix CC 1:5:10 with OPC cement @160kgs, with 25mm & down size granite metal coarse aggregatea@0.86cum & fine aggregates@0.58cum sub-base over a prepared sub-grade with (coarse & fine aggregate confirming to IS:383)aggregate cement ratio not to be exceed 15:1. Aggregate gradation after blending to be as per Table 600-1, cement content not to be less than 150kg/cum, optimum moisture content to be less than 10Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per specifications. MORTH Specifications no 601. of MORTH V Revision and 456 Table-5 -do- with OPC at 150 kg/cum and coarse aggregate 0.86cum, fine aggregate 0.58cum using Concrete Batch mix Plant at 75 cum/hr capacity with Slip form paver with electronic sensor. | Cum | 4465.35 | 4465.35 | 16.8 | False | None | None | False | None | False | 75017.88 | 0 | | 2317840 | 68436 | None | code07 | Cement concrete pavement. Construction unreinforced plain cement concrete pavement thickness as per design over a prepared sub-base with OPC cement, or any other type as per clause 1051.2.2 25mm, & down size graded granite metal coarse and fine aggregate with superplasticizer@3ltrs conforming to IS 9103-1999 Reaffirmed 2008 coarse & fine aggregatemixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates, including levelling the form work as per drawing) Spreading the concrete with shovels, rackers compacted using needle,screed and plate vibrator and finished in a continuous operation including provision of contraction, expansion,construction and longitudinal joints, joints filler, seperation membrane, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines, and grades as per drawing complete as per specifications (with OPC at 320Kg per cum coarse aggregate @ 0.69cum and fine aggregate @ 0.46cum) | Cum | 6093.4 | 6093.4 | 16.8 | False | None | None | False | None | False | 102369.12 | 0 | | 2317841 | 68436 | None | code08 | KSRB 2-2.1: Earthwork excavation by manual means for foundation of buildings,culverts,water supply, sanitary lines and electrical conduits 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. after breaking of clods complete as per specifications. specification. No. KBS 2.1(a)/2.3.5 KSRB 2-2.1-do- in Ordinary Soil No. KBS 2.1(a) /2.3.5 | Cum | 370.46 | 370.46 | 1.01 | False | None | None | False | None | False | 374.1646 | 0 | | 2317842 | 68436 | None | code09 | KSRB 4-1.3: Providing and laying in position plain cement concrete of mix M1:4:8 with OPC cement @ 180kgs, with 40 mm and down size graded granite metal coarse aggregates @0.85cum and fine aggregates @ 0.57 cum machine mixed,machine mixed, concrete lain in layers not exceeding 15 cms. thick, well compacted, in foundation, including cost of all materials, labour, HOM of machiniery, curing complete as per specifications. Specification. No. KBS 4.1,4.2 | Cum | 6336.24 | 6336.24 | 0.23 | False | None | None | False | None | False | 1457.3352 | 0 | | 2317843 | 68436 | None | code10 | KSRB 5.3-3: Providing and Constrcting granite / trap / baslt 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 two m, apart in each course including cost of materials, labour, curing complete as per specifications KBS 5.1.13 (P.No: 23, I.No: 5.9) | Cum | 6108.27 | 6108.27 | 1.7 | False | None | None | False | None | False | 10384.059 | 0 | | 2317844 | 68436 | None | code11 | KSRB 2.8: Filling in foundation with granite/trap broken metal 100mm. and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with lead upto 50m. And lift of 1.5m. Complete as per specifications. | Cum | 2827.39 | 2827.39 | 0.99 | False | None | None | False | None | False | 2799.1161 | 0 | | 2317845 | 68436 | None | code12 | KSRB 4.2.2: Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320 kgs, with 20 mm and down size graded granite metal coarse aggregates @ 0.69cum and fine aggregates @ 0.46cum, with superplastisiser @ 3lts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation for footings,pedastals,retaining walls,return walls,walls(any thickness) including attached pilaster, column spillars, posts,struts,buttresses,bed blocks,anchor blocks & plinths etc., including cost of all materials, labour, HOM of Specifications. Specification. No. KBS 4.1,4.6 | Cum | 7161.42 | 7161.42 | 0.26 | False | None | None | False | None | False | 1861.9692 | 0 | | 2317846 | 68436 | None | code13 | KSRB 15.3.6 : Providing 15mm thick cement plaster in single coat with cement mortar 1:6, 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. | Sqm | 252.75 | 252.75 | 5.4 | False | None | None | False | None | False | 1364.85 | 0 | | 2317847 | 68436 | None | code14 | KSRB 13-6.1-1 :Providing & fixing in position brass bib cock of approved quality 15mm nominal bore including cost of all materials, labour & HOM of equipments complete as per the specifications . Specification No. KBS 13.2.2/13.3 KSRB 13-6.1-2 : -do- 20mm dia nominal bore | Each | 214.34 | 214.34 | 1.0 | False | None | None | False | None | False | 214.34 | 0 | | 2317848 | 68436 | None | code15 | Erection of RCC Hume pipe pump house / Cistern on size stone masonry platform including transportation charges and handing with all nenecessary tools and plants complete as directed by the Engineer in charge of work. | Each | 1501.66 | 1501.66 | 1.0 | False | None | None | False | None | False | 1501.66 | 0 | | 2317849 | 68436 | None | code16 | R.C.C Hume pipe Cistern of 1:2m dia 2.50mtr. Height and 0.10M thick | Each | 12390.0 | 12390.0 | 1.0 | False | None | None | False | None | False | 12390.0 | 0 |
|