| 1720599376000 | 0 | None | None | Other Works | Construction of Compound wall to SWM Site at TP Kolhar | 1390387.59 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3503493 | 125269 | None | code01 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In All Types of Soil Depth Upto 3Mtrs | Cum | 97.85 | 97.85 | 101.79 | False | None | None | False | None | False | 9960.1515 | 0 | | 3503494 | 125269 | None | code02 | 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 | Cum | 6168.67 | 6168.67 | 19.201 | False | None | None | False | None | False | 118444.63267 | 0 | | 3503495 | 125269 | None | code03 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand :12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5779.33 | 5779.33 | 45.09 | False | None | None | False | None | False | 260589.9897 | 0 | | 3503496 | 125269 | None | code04 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 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. | Cum | 8466.6 | 8466.6 | 42.7 | False | None | None | False | None | False | 361523.82 | 0 | | 3503497 | 125269 | None | code05 | Providing 15 mm cement plaster on rough side of single or half brick wallfinished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) 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 and as per directions of Engineer-in-charge 1) Refer Appendix-I For Formwork, Centering, Scaffolding of plastering is 25% (Pg No 115 of Common SR 2021-22) | Sqm | 303.85 | 303.85 | 584.5 | False | None | None | False | None | False | 177600.325 | 0 | | 3503498 | 125269 | None | code06 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) 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.Refer Appendix-I For Formwork, Centering, Scaffolding of painting is 25% (Pg No 115 of Common SR 2021-22) | Sqm | 91.67 | 91.67 | 584.5 | False | None | None | False | None | False | 53581.115 | 0 | | 3503499 | 125269 | None | code07 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost
of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. | Cum | 6475.61 | 6475.61 | 24.159 | False | None | None | False | None | False | 156444.26199 | 0 | | 3503500 | 125269 | None | code08 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate.PWD SR 2023-24 vol-1 Page No-111 Addendum I SI.No- 1, 2, 9 for footings 8% | Cum | 518.05 | 518.05 | 10.63 | False | None | None | False | None | False | 5506.8715 | 0 | | 3503501 | 125269 | None | code09 | For Columns 70% | Cum | 4532.0 | 4532.0 | 4.69 | False | None | None | False | None | False | 21255.08 | 0 | | 3503502 | 125269 | None | code10 | for beams 50% | Cum | 3237.29 | 3237.29 | 8.83 | False | None | None | False | None | False | 28585.2707 | 0 | | 3503503 | 125269 | None | code11 | 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. Buildings | Tonne | 81381.33 | 81381.33 | 2.2 | False | None | None | False | None | False | 179038.926 | 0 | | 3503504 | 125269 | None | code12 | Providing and fixing Steel work in built up tubular (round, square or
rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,
fixing in position and applying a priming coat of approved steel
primer, including welding and bolted with special shaped washers etc.
complete. Electric resistance or induction butt welded tubes including
cost of materials, labour, usage charges of machinery complete as per
specifications and as per directions of the Engineer-in-Charge. | Kg | 125.68 | 125.68 | 131.84 | False | None | None | False | None | False | 16569.6512 | 0 | | 3503505 | 125269 | None | code13 | Providing and applying heat reflective environmental friendly, 100%
Pure Acrylic elastomeric waterproof coating on metal sheets. Replace
roof fasteners, as required and needed. Sealing up of all lapping joints,
gaps, flashing and capping with 40 gsm Non-Woven Geotextile Fleece
and waterproof Coating at a 10 cm wide strip. Preparing the surface by
cleaning with brush and remove the rust by chloride free chemical and
apply one coat of Anti corrosive primer @ 0.13L/m2. Apply 2 coats of
100% Pure Acrylic waterproofing coating @ 0.6L/m2 having Elongation | Sqm | 1287.5 | 1287.5 | 1.0 | False | None | None | False | None | False | 1287.5 | 0 |
|