1708083728000 | 0 | None | None | Roads | CONSTRUCTION OF NIRNA VILLAGE TO BASILAPUR APPROACH ROAD ASPHALTING AND CD IN BIDAR TALUKA OF BIDAR DISTRICT | 3374532.55 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2650187 | 82668 | None | 2.5(ii) | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer (SR 2023-24 - Vol 3 - 2.5.(ii) - A Pg. no 9) By Mechanical Means In area of light jungle
| Sqm | 4.13 | 4.13 | 1155.0 | False | None | None | False | None | False | 4770.15 | 0 | 2650188 | 82668 | None | 3.7 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of frst layer of embankment,scarifed to a depth of 150 mm, mixed with water at OMC andthen compacted by rolling so as to achieve minimum dry densityas given in Table 300-2 for embankment construction. PWD SR 2023-24, Vol. 3; P. No. 17, I.No 3.7 | Cum | 110.25 | 110.25 | 693.0 | False | None | None | False | None | False | 76403.25 | 0 | 2650189 | 82668 | None | 1.8 | Construction of Embankment by excavating the available approvedGravel/ Murrum deposited at a place or borrow pits during or priorexcavation with all lifts and lead, transportation to site, spreading,grading to required slope and compacting to meet the requirementcomplete as per specifcations, including cost of labour,rolling,water,allmaterials,usage& all other appurtenaces required to complete the work SR 2023-24 - Vol 1 - 1.8 - Pg.no 7) | Cum | 497.7 | 497.7 | 641.25 | False | None | None | False | None | False | 319150.125 | 0 | 2650190 | 82668 | None | 16.10 | Granular Sub-base - Grading III: Construction of Granular Sub-Base by Mix in Place Method by providing well graded Gravel, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specifcation. PWD SR 2023-24, Vol.3; P. No. 145, I.No 16.10 | Cum | 1498.35 | 1498.35 | 320.62 | False | None | None | False | None | False | 480400.977 | 0 | 2650191 | 82668 | None | 4.14 B (i) | Providing, laying, spreading and compacting stone aggregatesof specifc sizes to water bound macadam specifcationincluding spreading in uniform thickness, hand packing, rollingwith 3 wheeled steel/ vibratory roller in stages to proper gradeand camber, applying and brooming requisite type of screening/binding Materials to fll up the interstices of coarse aggregate,watering and compacting to the required density. (Mechanical means) Grading-I (63 mm to 45 mm) Using Screening Crushable type such as Moorum or Gravel PWD SR 2023-24, Vol.3; P. No. 26, I.No 4.14 , B (i) | Cum | 2272.2 | 2272.2 | 160.31 | False | None | None | False | None | False | 364256.382 | 0 | 2650192 | 82668 | None | 4.14 B(ii) | Providing, laying, spreading and compacting stone aggregatesof specifc sizes to water bound macadam specifcationincluding spreading in uniform thickness, hand packing, rollingwith 3 wheeled steel/ vibratory roller in stages to proper gradeand camber, applying and brooming requisite type of screening/binding Materials to fll up the interstices of coarse aggregate,watering and compacting to the required density. (Mechanical means) Grading-II (53 mm to 22.4 mm) Using Screening Type B (11.2mm agg) PWD SR 2023-24, Vol.3; P. No. 26, I.No 4.14 , B (ii) | Cum | 2526.3 | 2526.3 | 160.31 | False | None | None | False | None | False | 404991.153 | 0 | 2650193 | 82668 | None | 5.2 B(i) | Providing and applying primer coat with SS1 grade BitumenEmulsion on prepared surface of granular base includingcleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. PWD SR 2023-24, Vol.3; P. No. 26, I.No 5.2 , B (i) | Sqm | 55.65 | 55.65 | 2137.5 | False | None | None | False | None | False | 118951.875 | 0 | 2650194 | 82668 | None | 5.3 (i) | Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Clause 503 PWD SR 2023-24, Vol.3; P. No. 31, I.No 5.3 (i) | Sqm | 12.6 | 12.6 | 2137.5 | False | None | None | False | None | False | 26932.5 | 0 | 2650195 | 82668 | None | 5.19 | Providing, laying and rolling of open - graded premix surfacing of20 mm thickness composed of 13.2 mm to 5.6 mm aggregateseither using viscosity grade bitumen VG-30 to required line,grade and level to serve as wearing course on a previouslyprepared base, including mixing in a suitable Hot mix plantof capacity not less than 40/60 TPH laying and rolling with asmooth wheeled roller, fnished to required level and grades. PWD SR 2023-24, Vol.3; P. No. 38, I.No 5.19 | Sqm | 156.45 | 156.45 | 2137.5 | False | None | None | False | None | False | 334411.875 | 0 | 2650196 | 82668 | None | 5.21 (i) | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats with bituminous binder VG-30 (Case - I : Type A Premix Seal coat) SR 2023-24, Vol.3; P. No. 39, I.No 5.21 (i) | Sqm | 78.75 | 78.75 | 2137.5 | False | None | None | False | None | False | 168328.125 | 0 | 2650197 | 82668 | None | 3.6 | Construction of sub-grade and earthen shoulders withapproved material obtained from borrow pits with all lifts &leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 . PWD SR 2023-24, Vol.3; P. No. 17, I.No 3.6 | Cum | 517.65 | 517.65 | 374.06 | False | None | None | False | None | False | 193632.159 | 0 | 2650198 | 82668 | None | 4.2 B (v) | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 By Mix in Place Method
(SR 2023-24- Vol 3- 4.2.B(v) - Pg.no 23) | Cum | 2476.95 | 2476.95 | 37.5 | False | None | None | False | None | False | 92885.625 | 0 | 2650199 | 82668 | None | 4.14 (B)(ii)(b) | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices ofcoarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (SR 2023-24 - Vol 3 - 4.14.B(ii)(b) - Pg.no 26)
| Cum | 2526.3 | 2526.3 | 28.12 | False | None | None | False | None | False | 71039.556 | 0 | 2650200 | 82668 | None | 16.28 | 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 M30 (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 in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), complete as per directions of Engineer Incharge of the work (SR 2023-24 - Vol 3 - 16.28 - Pg.no - 149)
| Cum | 7091.7 | 7091.7 | 75.0 | False | None | None | False | None | False | 531877.5 | 0 | 2650201 | 82668 | None | 14.4 A | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (SR 2023-24-Vol 3-14.4 A- Pg.no 129) | Cum | 2007.0 | 2007.0 | 73.5 | False | None | None | False | None | False | 147514.5 | 0 | 2650202 | 82668 | None | 8.18 | Reinforced cement concrete M 15 grade boundary pillars/local stone of standard design as per IRC : 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
(SR 2023-24 - Vol 3 - 8.18 - Pg.no-67) | Nos | 785.4 | 785.4 | 42.0 | False | None | None | False | None | False | 32986.8 | 0 | 2650203 | 82668 | None | KKRDB | KKRDB Logo Board | Nos | 6000.0 | 6000.0 | 1.0 | False | None | None | False | None | False | 6000.0 | 0 |
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