| 1723528838000 | 0 | None | None | Other Works | Construction of CC drain from pujar renukamma house to yattina gadi parsappa house rightside of 1st main 2nd cross ashraya colony No 3 | 361181.44 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3763318 | 141556 | None | CMCHRR01 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge.V-2 (P No 163 I NO 19.2.1) | Cum | 1712.89 | 1712.89 | 4.61 | False | None | None | False | None | False | 7896.4229 | 0 | | 3763319 | 141556 | None | CMCHRR02 | 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 (P.No 5 .NO. 1.4.1) VOl-1 | Cum | 249.26 | 249.26 | 48.43 | False | None | None | False | None | False | 12071.6618 | 0 | | 3763320 | 141556 | None | CMCHRR03 | 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 of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (P.No 15 .NO. 2.1.3) VOl-1 | Cum | 6168.67 | 6168.67 | 8.07 | False | None | None | False | None | False | 49781.1669 | 0 | | 3763321 | 141556 | None | CMCHRR04 | Providing and laying in position Ready Mixed or Batch Mixed concrete from ISO 9001 accredited plants as per IS 10262-2009 mix design procedure for Reinforced Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland cement & GGBS, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. Concrete of M20 grade with Cement & Cementitious Content in 75:25 proportion (P.No 87 . I NO. 2.10) VOl-1 | Cum | 6285.06 | 6285.06 | 13.73 | False | None | None | False | None | False | 86293.8738 | 0 | | 3763322 | 141556 | None | CMCHRR05 | Supplying, fitting and placing TMT FE 550/550D Steel Reinforcement complete as per drawing and technical specification For Substructure of Bridges (P.No 92 .NO. 2.11,c) VOl-1 | Tonne | 90754.65 | 90754.65 | 0.467 | False | None | None | False | None | False | 42382.42155 | 0 | | 3763323 | 141556 | None | CMCHRR06 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding For Cement Concrete Drain Walls (P.No111 . I. NO. 4) VOl-1 | Sqm | 2199.77 | 2199.77 | 61.5 | False | None | None | False | None | False | 135285.855 | 0 | | 3763324 | 141556 | None | CMCHRR07 | RCC pipe NP3 250 mm dia & 2.0 M long (P.No. A45. NO. 704) VOl-5 | Cum | 784.86 | 784.86 | 25.63 | False | None | None | False | None | False | 20115.9618 | 0 | | 3763325 | 141556 | None | CMCHRR08 | 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. (P.No 7 .NO. 1.9) VOl-1 | Cum | 273.98 | 273.98 | 9.23 | False | None | None | False | None | False | 2528.8354 | 0 | | 3763326 | 141556 | None | CMCHRR09 | 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. complete PVC pipes 25mm dia, 10 kg/sqcm & class 5 (P.No.113, I .NO. 10.1.1) Volume-5 | m | 49.44 | 49.44 | 20.0 | False | None | None | False | None | False | 988.8 | 0 | | 3763327 | 141556 | None | CMCHRR10 | Removal of Unserviceable Soil with Disposal upto a suitable
distance as directed by the Engineer incharge of work (P.No.17 I.NO 3.1) | Cum | 87.55 | 87.55 | 43.82 | False | None | None | False | None | False | 3836.441 | 0 |
|