| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1709817078000 | 0 | None | None | Roads | ASPHALT ROAD CONSTRUCTION WORK | 12210244.97 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2966902 | 98113 | None | ITEM NO1.14.1 VOL 1 | 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 the work in all kinds of soils depth upto 3m (SR VOL 1,ITEM NO 1.14.1 PAGES 8)PWD SR 2023-24 ---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | Cum | 114.24 | 114.24 | 1500.0 | False | None | None | False | None | False | 171360.0 | 0 | | 2966903 | 98113 | None | Item No.4.1(V),Vol 3 | 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 For Grading -V Material(Item No.4.1(V),Pg no 23) Vol-3 PWD SR 2023-24
---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | Cum | 2785.44 | 2785.44 | 562.5 | False | None | None | False | None | False | 1566810.0 | 0 | | 2966904 | 98113 | None | ITEM NO 4.17,VOL 3 | 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 paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density
---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | Cum | 2866.08 | 2866.08 | 937.5 | False | None | None | False | None | False | 2686950.0 | 0 | | 2966905 | 98113 | None | Item No 5.1 ,vol -3 | Providing and applying primer coat with SS1 grade Bituminous Emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. ( P.No. 29, Item No 5.1 SR 2023-24)vol -3
---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | Sqm | 45.92 | 45.92 | 3090.0 | False | None | None | False | None | False | 141892.8 | 0 | | 2966906 | 98113 | None | Item No 5.4 (ii) ,vol -3 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. ( P.No. 31, Item No 5.4 (ii) SR PWD SR 2023-24)vol -3
---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | Sqm | 15.68 | 15.68 | 3090.0 | False | None | None | False | None | False | 48451.2 | 0 | | 2966907 | 98113 | None | ITEM NO 5.3,VOL 3 | 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 (PWD SR Vol.III, SR 2023-24, P.No. 29, l.No.5.3)
---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | Sqm | 13.44 | 13.44 | 7312.5 | False | None | None | False | None | False | 98280.0 | 0 | | 2966908 | 98113 | None | ITEM NO 5.8C,VOL 3 | Bituminous Macadam Grading - II for traffic lesser than 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 at 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (PWD SR Vol.III, SR 2023-24, P.No. 31, l.No.5.8C) ---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | Cum | 8580.32 | 8580.32 | 518.12 | False | None | None | False | None | False | 4445635.3984 | 0 | | 2966909 | 98113 | None | ITEM NO 5.31,VOL iii | Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 at 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (PWD SR Vol.III, SR 2023-24, P.No. 43, l.No.5.31 ---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | Cum | 11370.24 | 11370.24 | 259.06 | False | None | None | False | None | False | 2945574.3744 | 0 | | 2966910 | 98113 | None | ITEM NO 1.7,VOL 1 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. ( CSR 2021-22 ITEM NO 1.7,PG NO 7,VOL 1)
---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | Cum | 133.28 | 133.28 | 790.0 | False | None | None | False | None | False | 105291.2 | 0 |
| | 1709817078000 | 0 | None | None | Roads | CONCRETE ROAD CONSTRUCTION WORK | 3389915.31 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2966911 | 98114 | None | ITEM NO 2.5( ii ),VOL 3 | Clearing and Grubbing Road Land. 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 In area of light jungle( S.R. Vol-3, Item No. 2.5(ii)A Page 7 )
---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | Hectare | 1256.64 | 1256.64 | 10.8 | False | None | None | False | None | False | 13571.712 | 0 | | 2966912 | 98114 | None | ITEM NO 8.29(i),VOL3 | Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings -Single row for one utility service (Item No.8.29(i), Pg No 71 Vol-3)PWD SR 2023-24
---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | m | 2477.44 | 2477.44 | 15.0 | False | None | None | False | None | False | 37161.6 | 0 | | 2966913 | 98114 | None | ITEM NO 1.12,VOL 1 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work.In all kinds of soils upto 300 mm depth(Item No.1.12,Pg no 8) Vol-1 PWD SR 2023-24
---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | Cum | 106.4 | 106.4 | 358.75 | False | None | None | False | None | False | 38171.0 | 0 | | 2966914 | 98114 | None | ITEM NO 4.1 ( v),VOL 3 | 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 For Grading -V Material(Item No.4.1(V),Pg no 23) Vol-3 PWD SR 2023-24
---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | Cum | 2785.44 | 2785.44 | 205.0 | False | None | None | False | None | False | 571015.2 | 0 | | 2966915 | 98114 | None | ITEM NO 4.17,VOL 3 | 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 paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (P.No.24 , I.No.4.17 of PWD SR 2023-24)vol 3
---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | Cum | 2866.08 | 2866.08 | 153.75 | False | None | None | False | None | False | 440659.8 | 0 | | 2966916 | 98114 | None | ITEM NO 16.28,VOL 3 | 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:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixedside 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. (Item No.16.28,Page No 149, Vol-3 )
---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | Cum | 7564.48 | 7564.48 | 300.0 | False | None | None | False | None | False | 2269344.0 | 0 | | 2966917 | 98114 | None | ITEM NO 1.7,VOL 1 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired Compaction.(CSR 2021-22 Item No.1.7 ,Pg no 7,Vol-1)
---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | Cum | 133.28 | 133.28 | 150.0 | False | None | None | False | None | False | 19992.0 | 0 |
| | 1709817078000 | 1 | None | None | Roads | CONSTRUCTION OF PIPE CULVERT | 248598.62 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2966918 | 98115 | None | ITEM NO 1.14.1,VOL 1 | 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 the work -In all kinds of soils Depth upto 3 m ( S.R. Vol-1, Item No. 1.14.1 Page 8 )
---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | Cum | 114.24 | 114.24 | 20.25 | False | None | None | False | None | False | 2313.36 | 0 | | 2966919 | 98115 | None | I.No. 2.1.3,Vol-1 | 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 pertechnical specifications. (P.No.15, I.No. 2.1.3,Vol-1 )
---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | Cum | 6707.68 | 6707.68 | 1.62 | False | None | None | False | None | False | 10866.4416 | 0 | | 2966920 | 98115 | None | I.No. 16.15 (b) ,Vol-3 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. (P.No.146, I.No. 16.15 (b) ,Vol-3 )
---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | m | 8912.96 | 8912.96 | 5.0 | False | None | None | False | None | False | 44564.8 | 0 | | 2966921 | 98115 | None | ITEM NO 2.4.2,VOL 1 | 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 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 necesary, including all lead & lifts, cost of all materials of 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 to be paid separately)(Including cost of formwork ) - M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Vol.I, SR 2021-22, P.No. 17 , Sl.No.2.4.2 )
---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | Cum | 7648.3 | 7648.3 | 19.41 | False | None | None | False | None | False | 148453.503 | 0 | | 2966922 | 98115 | None | ITEM NO 14.4A ,VOL 3 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications2 Stone/Boulder(Sl. No.14.4 A,Vol-3)
---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | Cum | 2141.44 | 2141.44 | 19.8 | False | None | None | False | None | False | 42400.512 | 0 |
| | 1709817078000 | 0 | None | None | Roads | ROAD SAFETY WORKS | 511456.96 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2966923 | 98116 | None | VOL-3 I.NO-8.7 | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet
with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing(PWD SR 2021-2022 VOL-3 I.NO-8.7 P.NO-65)
---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | Sqm | 10091.2 | 10091.2 | 3.6 | False | None | None | False | None | False | 36328.32 | 0 | | 2966924 | 98116 | None | ITEM NO8.6(ii),VOL 3 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved
drawing.The sign shall be maintained as per section 12 of IRC:67:2022.(PWD SR 2021-2022 VOL-3 I.NO-8.6 (ii) P.NO-64)
---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | Nos | 5317.76 | 5317.76 | 14.0 | False | None | None | False | None | False | 74448.64 | 0 | | 2966925 | 98116 | None | Item No 8.15 Vol-3 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. ( P.No. 67 , Item No 8.15 Vol-3 ,PWD SR 2023-24)
---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | Sqm | 593.6 | 593.6 | 675.0 | False | None | None | False | None | False | 400680.0 | 0 |
| | 1709817078000 | 0 | None | None | Roads | WATER SUPPLY LINE SHIFTING | 587912.98 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2966926 | 98117 | None | ITEM NO 1.17.1,VOL 1 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m ( VOLUME NO.- 1, Page No. 10 ITEM No. 1.17.1)
---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | Cum | 293.44 | 293.44 | 1193.4 | False | None | None | False | None | False | 350191.296 | 0 | | 2966927 | 98117 | None | ITEM NO 10.1.3,VOL 5,CHAPTER 10 | 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 For PVC pipes 50mm dia., 6 kg/sqcm & class 5(P No 134, Chaper No.-10, I.No 10.1.3 Volume-V)"
---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | m | 113.12 | 113.12 | 1160.0 | False | None | None | False | None | False | 131219.2 | 0 | | 2966928 | 98117 | None | Chaper No.-10, I.No 10.1.2 Volume-V | 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 PVC pipes 32mm dia., 10 kg/sqcm & class 5 (P No 113, Chaper No.-10, I.No 10.1.2 Volume-V
---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | m | 75.04 | 75.04 | 950.0 | False | None | None | False | None | False | 71288.0 | 0 | | 2966929 | 98117 | None | ITEM NO 10.1.7,VOL V,CHAPTER 10 | 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 PVC pipes 110mm dia., 6 kg/sqcm & class 3 (P No 113, "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 PVC pipes 110mm dia., 6 kg/sqcm & class 3 (P No 113, Chaper No.-10, I.No 10.1.7 Volume-V)"
---- including cost and conveyance of all materials all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges labour charges and all other incidental charges etc., complete as per standard technical detailed specification and as per approved design and drawing and directions of the Engineer in charge of the work. | m | 460.32 | 460.32 | 76.5 | False | None | None | False | None | False | 35214.48 | 0 |
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