| 1724673721000 | 0 | None | None | Other Works | Construction of Weigh Bridge platform including ramp on either sides at SWM site in NAGANUR TP Limit. | 675172.75 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3857724 | 147581 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works,as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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. It No. 1.5.1 P.No. 6 In ordinary/soft rock without blasting upto 1.5 m depth S.R 2023-24 (Volume-I) | Cum | 313.95 | 313.95 | 32.382 | False | None | None | False | None | False | 10166.3289 | 0 | | 3857725 | 147581 | 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 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates No. 2.1.3 P.No. 15 S.R 2023-24 (Volume-I) | Cum | 6288.45 | 6288.45 | 7.532 | False | None | None | False | None | False | 47364.6054 | 0 | | 3857726 | 147581 | None | code03 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) PWD Common SR 2023-24 Volume 2 (P No: 9 I.No:5.4 ) | Cum | 6708.45 | 6708.45 | 9.72 | False | None | None | False | None | False | 65206.134 | 0 | | 3857727 | 147581 | None | code04 | 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. CSR. 2023-24 P No.7/I No.1.8 Vol-1 | Cum | 497.7 | 497.7 | 22.32 | False | None | None | False | None | False | 11108.664 | 0 | | 3857728 | 147581 | None | code05 | 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 PWD SR 2023-24 Page No 15 I No 2.3.1 (Volume-I) | Cum | 6288.45 | 6288.45 | 28.9697 | False | None | None | False | None | False | 182174.509965 | 0 | | 3857729 | 147581 | None | code06 | Addendum I Percentage Additionalities for Formwork, Centering Scaffolding As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below : Foundation, Sub structure 5 SI No. 4 P.No. 111 S.R 2023-24 Volume I For footing | Cum | 503.07 | 503.07 | 6.6419 | False | None | None | False | None | False | 3341.340633 | 0 | | 3857730 | 147581 | None | code07 | Addendum I Percentage Additionalities for Formwork, Centering Scaffolding As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below : Foundation, Sub structure 5 SI No. 4 P.No. 111 S.R 2023-24 Volume I for plinth beam | Cum | 3144.22 | 3144.22 | 3.969 | False | None | None | False | None | False | 12479.40918 | 0 | | 3857731 | 147581 | None | code08 | Addendum I Percentage Additionalities for Formwork, Centering Scaffolding As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below : Foundation, Sub structure 5 SI No. 4 P.No. 111 S.R 2023-24 Volume I for column | Cum | 4401.91 | 4401.91 | 0.972 | False | None | None | False | None | False | 4278.65652 | 0 | | 3857732 | 147581 | None | code09 | Addendum I Percentage Additionalities for Formwork, Centering Scaffolding As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below : Foundation, Sub structure 5 SI No. 4 P.No. 111 S.R 2023-24 Volume I for lintel and beam | Cum | 3773.06 | 3773.06 | 2.1478 | False | None | None | False | None | False | 8103.778268 | 0 | | 3857733 | 147581 | None | code09 | Addendum I Percentage Additionalities for Formwork, Centering Scaffolding As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below : Foundation, Sub structure 5 SI No. 4 P.No. 111 S.R 2023-24 Volume I for slab | Cum | 3144.22 | 3144.22 | 2.3099 | False | None | None | False | None | False | 7262.833778 | 0 | | 3857734 | 147581 | None | code10 | Addendum I Percentage Additionalities for Formwork, Centering Scaffolding As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below : Foundation, Sub structure 5 SI No. 4 P.No. 111 S.R 2023-24 Volume I for wall | Cum | 1257.69 | 1257.69 | 1.44 | False | None | None | False | None | False | 1811.0736 | 0 | | 3857735 | 147581 | None | code11 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. It No. 2.11 H P.No. 18 S.R 2023-24 (Volume-I) for wall | Tonne | 82961.55 | 82961.55 | 1.627 | False | None | None | False | None | False | 134978.44185 | 0 | | 3857736 | 147581 | None | code12 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.. PWD SR 2023-24 Page No 17 I No 6.32 (Volume-II) | Sqm | 1375.5 | 1375.5 | 7.2 | False | None | None | False | None | False | 9903.6 | 0 | | 3857737 | 147581 | None | code13 | 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 ofwork. PWD SR 2023-24 Page No 14 I No 6.8 (Volume-II) | Cum | 8367.45 | 8367.45 | 10.51 | False | None | None | False | None | False | 87941.8995 | 0 | | 3857738 | 147581 | None | code14 | Providing 12 mm cement plaster with cement mortar 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. SR 2023-24 Page No 41 I No 8.1.1 (Volume-III) | Sqm | 267.75 | 267.75 | 100.289 | False | None | None | False | None | False | 26852.37975 | 0 | | 3857739 | 147581 | None | code15 | Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges. SR 2023-24 Page No104 I No 12.53(Volume-II) | Sqm | 1667.4 | 1667.4 | 3.78 | False | None | None | False | None | False | 6302.772 | 0 | | 3857740 | 147581 | None | code16 | Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. SR 2023-24 Page No 104 I No 12.54 Base Rate 318.00 Add 5% 15.90 =333.90 (Volume-II) | Mtr | 333.9 | 333.9 | 12.0 | False | None | None | False | None | False | 4006.8 | 0 | | 3857741 | 147581 | None | code17 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. SR 2023-24 Page No 86 I No 11.31 (Volume-II) | Kgs | 120.75 | 120.75 | 151.2 | False | None | None | False | None | False | 18257.4 | 0 | | 3857742 | 147581 | None | code18 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm. SR 2023-24 Page No 60 I No 9.12.2 (Volume-II) | Sqm | 1202.25 | 1202.25 | 16.0716 | False | None | None | False | None | False | 19322.0811 | 0 | | 3857743 | 147581 | None | code19 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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. SR 2023-24 Page No 45 I No 8.25 (Volume-III) | Sqm | 143.85 | 143.85 | 99.479 | False | None | None | False | None | False | 14310.05415 | 0 |
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