1725512776000 | 0 | None | None | Water supply/sewage lines | Construction of drinking water tank for cattle near Masuru Road Siddaruda Mata of Ward No. 07 and installation of concreteslab on Agasar Keri Conservancy drain at Shikaripura Tmc limits | 422409.06 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3923752 | 151352 | None | code01 | 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 50m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.(Common SR 2023-24,volume-1(P.N.-5.N-1.4) | Cum | 249.26 | 249.26 | 3.68 | False | None | None | False | None | False | 917.2768 | 0 | 3923753 | 151352 | None | code02 | 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 inlayers 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 thework as per technical specifications Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates.(Common SR 2023-24,volume-1(P.N.-15.N-2.1.3) | Cum | 5989.45 | 5989.45 | 0.92 | False | None | None | False | None | False | 5510.294 | 0 | 3923754 | 151352 | None | code03 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all otherappurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Common SR 2023-24,volume-1(P.N.-16.N-2.4.2) | Cum | 6443.68 | 6443.68 | 0.96 | False | None | None | False | None | False | 6185.9328 | 0 | 3923755 | 151352 | None | code04 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(COMMON 2023-24P.NO.13 I No.6.2 VOL 2 ) | Cum | 8217.34 | 8217.34 | 4.32 | False | None | None | False | None | False | 35498.9088 | 0 | 3923756 | 151352 | None | code04 | 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.(Common SR 2023-24 P.NO.41I No.8.3.2. VOL 2 ) | m | 342.99 | 342.99 | 30.0 | False | None | None | False | None | False | 10289.7 | 0 | 3923757 | 151352 | None | code06 | Providing and laying water proofing treatment to the Retaining wall,
water retaining structures outside with fully bonded 1.6mm Thick SBS
modified self-adhesive, cross laminated HDPE Valero lining waterproofing
membrane, conforming to IS 16471:2017 Type A, requirements of UG
waterproofing structures, The SBS membrane shall have Mass per Unit
Area 1.8 Kgm2 as per ASTM D 5147, Puncture resistance 200 N
as per ASTM E 154, Elongation 180 as per ASTM D 412-06, Tensile
Strength 4 Mpa as per ASTM D 412- 06, Tear resistance 20 Nmm as
per ASTM D 4073, Hydrostatic pressure 50M as per DIN 1048. The lap
with HDPE membrane shall be 100mm treated with TS tape. followed by
the installation of 8-10mm THK polyethylene dimpled drain board having
compressive strength 400kNm2 (as per ISO 25619-2). The finished cost
includes surface preparation, making coving and a coat of solvent based
bituminous primer 0.25lm2 on entire surface before laying membrane
completely as per specification .(Common SR 2023-24,volume-2(P.N.-154.N-15.20) | Sqm | 954.81 | 954.81 | 24.8 | False | None | None | False | None | False | 23679.288 | 0 | 3923758 | 151352 | None | code07 | Providing Water based glossy paint (Green certified product) to Kerb Stones as per IS 164:2015 technical specifications including cleaning & surface preparation. | Sqm | 303.85 | 303.85 | 60.0 | False | None | None | False | None | False | 18231.0 | 0 | 3923759 | 151352 | None | code08 | Earth work in surface excavation for stripping, seating of bund, Road way by manual means for lowering & levelling the ground for all works other than foundation & depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications, including setting out, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling 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, usage& other appurtenances required to complete the work (Common SR 2023-16,volume-1(P.N.-5.IN-1.2) | Cum | 592.25 | 592.25 | 36.0 | False | None | None | False | None | False | 21321.0 | 0 | 3923760 | 151352 | None | code09 | Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/ m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drain- age of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete (Common SR 2023-16,volume-2(P.N.-177.IN-17.14) | Sqm | 1205.1 | 1205.1 | 170.0 | False | None | None | False | None | False | 204867.0 | 0 | 3923761 | 151352 | None | code10 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all otherappurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Common SR 2023-24,volume-1(P.N.-16.N-2.4.2) | Cum | 6959.17 | 6959.17 | 9.0 | False | None | None | False | None | False | 62632.53 | 0 | 3923762 | 151352 | None | code11 | Supplying, fitting and placing TMT FE 550 or 550D Steel Reinforcement complete as per drawing and technical specification.(Common SR 2023-24,volume-1(P.N.-90.N-2.11) | t | 82705.91 | 82705.91 | 0.36 | False | None | None | False | None | False | 29774.1276 | 0 | 3923763 | 151352 | None | code12 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (Common SR 2023-24,volume-3(P.N.-17.N-3.1) | Cum | 87.55 | 87.55 | 40.0 | False | None | None | False | None | False | 3502.0 | 0 |
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