| 1723361045000 | 0 | None | None | Buildings | Construction of Processing shed and storage(truss) at ISWM Site in TP Chinchali Limit | 4599209.85 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3749794 | 140446 | None | code01 | Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. PWD SR 2023-24 I no 5.3.4/ V3/Pg no-17 | Sqm | 110.25 | 110.25 | 168.0 | False | None | None | False | None | False | 18522.0 | 0 | | 3749795 | 140446 | None | code02 | 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 a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete PWD SR 2023-24 I no 1.15/ V1/Pg no 8 | Cum | 446.25 | 446.25 | 106.4529 | False | None | None | False | None | False | 47504.606625 | 0 | | 3749796 | 140446 | None | code03 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates PWD SR 2023-24 I no 2.1.2/V1/ Pg no-15 | Cum | 5947.2 | 5947.2 | 18.439 | False | None | None | False | None | False | 109660.4208 | 0 | | 3749797 | 140446 | None | code04 | Providing and laying in position Reinforced 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 egates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle tors, providing weep holes wherever esary, including all lead & lifts, cost of all materials of quality, confirming to the quirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical Secifications. (The cost of steel reinforcement & formwork to be paid M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR 2023-24 I no 2.4.1/V1/ Pg no 16 | Cum | 6652.8 | 6652.8 | 26.1387 | False | None | None | False | None | False | 173895.54336 | 0 | | 3749798 | 140446 | None | code05 | Percentage Additionalities for Form work Centering & Scaffolding As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the fin | Cum | 532.22 | 532.22 | 12.15 | False | None | None | False | None | False | 6466.473 | 0 | | 3749799 | 140446 | None | code06 | Percentage Additionalities for Form work entering & 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 tabl | Cum | 4656.96 | 4656.96 | 4.8599 | False | None | None | False | None | False | 22632.359904 | 0 | | 3749800 | 140446 | None | code07 | 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 Plinth beam of buildings 50%: SI No. 4 P.No. 111 S.R 2023-24 (Volume-I) | Cum | 3326.4 | 3326.4 | 9.1287 | False | None | None | False | None | False | 30365.70768 | 0 | | 3749801 | 140446 | None | code08 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR 2023-24 I no 2.5.2/V1/Pg no-16 | Cum | 7185.15 | 7185.15 | 48.253 | False | None | None | False | None | False | 346705.04295 | 0 | | 3749802 | 140446 | None | code09 | Percentage Additionalities for Formwork,Centering & Scaffolding As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the | Cum | 5029.6 | 5029.6 | 14.5799 | False | None | None | False | None | False | 73331.06504 | 0 | | 3749803 | 140446 | None | code10 | 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 RCC Beams, Lintels & Troughs of Aqueducts 60% SI No. 4 P.No. 111 S.R 2023-24 (Volume-I) | Cum | 4311.08 | 4311.08 | 33.673 | False | None | None | False | None | False | 145166.99684 | 0 | | 3749804 | 140446 | None | code11 | Providing Thermo-Mechanically Treated bars of grade Fe 500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) PWD SR 2023-24 I no 2.11/V1/ Pg no- 18 | t | 93929.85 | 93929.85 | 7.8084 | False | None | None | False | None | False | 733441.84074 | 0 | | 3749805 | 140446 | None | code12 | 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. PWD SR 2023-24 I no 1.9/V1/ Pg no- 7 | Cum | 279.3 | 279.3 | 71.0032 | False | None | None | False | None | False | 19831.19376 | 0 | | 3749806 | 140446 | None | code13 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 PWD SR 2023-24 I no 4.2/40 1/V3/ Pg no- 23 | Cum | 2478.0 | 2478.0 | 78.3006 | False | None | None | False | None | False | 194028.8868 | 0 | | 3749807 | 140446 | None | code14 | Wet Mix Macadam (Plant mix method) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with Grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. PWD SR 2023-24 I no 4.17/4 06/V3/Pg no- 26 | Cum | 2686.95 | 2686.95 | 78.3 | False | None | None | False | None | False | 210388.185 | 0 | | 3749808 | 140446 | None | code15 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid inapproved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.MORD Ref. 1501 PWD SR 2023-24 I no 16.27/1501/V3/Pg no- 148 | Cum | 6961.5 | 6961.5 | 78.3006 | False | None | None | False | None | False | 545089.6269 | 0 | | 3749809 | 140446 | None | code16 | Providing and fixing self-supported, ribbed, high quality, high grade (D:350 MPA Yst Min ), pre- painted Galvalume steel roof sheet, coated with bare Galvalume coating AZ 150, @ 150 gms/Smtr 55%AL,45%Zn) by hot dip process , of total coated thickness as specified for different spans with a tolerance of +/- 0.02 mm, according to technical specification confirming to A 792, with NCCA ll-1, or ECCA T4 Pencil hardness HB, NCCA standard T- Bend test. The roof should be fastened to the gutter beam, on the external sloping side, at an interval of 51mm Centre to Centre, to a depth of 65 mm with GI anchor bolts and neoprene washers & subjecting the gutter beam to Schmidt, Hammer test to ensure the anchorage of the anchor bolts. The self-supported roofing system should be designed to with stand the wind load (As per IS 875 part-3) & Earthquake load (as per IS 1893) & the design should also comply with any other technical requirements such as turbo ventilators of 0.60 mts. dia and skylights of size 4.26 x0.60 mts. fixed one in each row @ 10.00 Mtr C/C along the length & hangers for electrical fixtures as per the requirements including cost of all materials &labour for erection, all lead and lift, loading and unloading, HOM of machineries etc., complete as per the standard detailed technical specification, design a) Span :Above 15 Meters upto 18 Meters (b) MaterialSpecification: Colour Coated Galvalume Sheet, 38.46.2/ SOR- 2018- 2019 | Sqm | 1732.5 | 1732.5 | 608.52 | False | None | None | False | None | False | 1054260.9 | 0 | | 3749810 | 140446 | None | code17 | 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 I no 6.32/V2/ Pg no 17 | Sqm | 1375.5 | 1375.5 | 231.84 | False | None | None | False | None | False | 318895.92 | 0 | | 3749811 | 140446 | None | code18 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) 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. PWD SR 2023-24 I no 8.2.1/ V2/ Pg no- 41 | Sqm | 309.75 | 309.75 | 461.43 | False | None | None | False | None | False | 142927.9425 | 0 | | 3749812 | 140446 | 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 PWD SR 2023-24 I no 8.25/V2/ Pg no 45 | Sqm | 143.85 | 143.85 | 461.43 | False | None | None | False | None | False | 66376.7055 | 0 | | 3749813 | 140446 | None | code20 | Supplying 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. for: PWD SR 2023-24 I no 10.1/V5/ Pg no- 113 | m | 431.55 | 431.55 | 32.0 | False | None | None | False | None | False | 13809.6 | 0 | | 3749814 | 140446 | None | code21 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and
M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, Labour, usage charges of machinery Complete as per specifications and as per directions of the Engineer-in-Charge. PWD SR 2023-24 I no 11.6.1/V2/ Pg no- 78 | Sqm | 2764.65 | 2764.65 | 70.05 | False | None | None | False | None | False | 193663.7325 | 0 | | 3749815 | 140446 | None | code22 | Providing and fixing ball bearing for rolling shutters including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge PWD SR 2023-24 I no 11.7/
V2/ Pg no- 78 | No | 423.15 | 423.15 | 4.0 | False | None | None | False | None | False | 1692.6 | 0 | | 3749816 | 140446 | None | code23 | Extra for providing mechanical device chain and crank operation for operating rolling shutters: Exceeding 16.80 m² in area including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. PWD SR 2023-24 I no 11.8.2 /V2/ Pg no- 78 | Sqm | 1050.0 | 1050.0 | 70.05 | False | None | None | False | None | False | 73552.5 | 0 | | 3749817 | 140446 | None | code24 | Electricity works cost | LS | 57000.0 | 57000.0 | 1.0 | False | None | None | False | None | False | 57000.0 | 0 |
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