| 3540002 | 127714 | None | PWD Common SR 2023-24 Vol.No.05 Item No. 3.3 Page | Cutting Asphalt /Concrete road surface using machine cutter for leakage pit with earth work excavation in all classifications of soil including all lead and lifts bailing out water with pumps including barricading, danger lighting etc., as per requirement and disposing of the excavated stuff as directed. After attending the leak, refilling the trench for 30 cm depth quarry dust above and around pipelines and balance with available earth in layers not exceeding 20 cms in depth, compacting Each deposited layer by ramming including watering and consolidation by mechanical means approved by Engineer Incharge. (Work to be carried out as per leak repair manual and the rate includes hire charges of dewatering Pump, tractor, Jeep with all kinds of Labour in a Complete manner).(PWD Common SR 2023-24 Vol.No.05 Item No. 3.3 Page no.48) | Cum | 1191.71 | 1191.71 | 40.16 | False | None | None | False | None | False | 47859.0736 | 0 |
| 3540003 | 127714 | None | PWD Common SR 2023-24 Vol.No.01 Item No. 1.17.1 Pa | Earth work excavation for pipeline trenchesin 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 & boning rods at every 100 mm whevere 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 followingstrata.(PWD Common SR 2023-24 Vol.No.01 Item No. 1.17.1 Page no.10) | Cum | 269.86 | 269.86 | 429.64 | False | None | None | False | None | False | 115942.6504 | 0 |
| 3540004 | 127714 | None | PWD Common SR 2023-24 Vol.No.05 Item No.9.1.1 Page | Providing, laying and jointing HDPE pipes of specified grade and
conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic testas per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. Note: Upto 110mm dia Coil shall be used. (PWD Common SR 2023-24 Vol.No.05 Item No.9.1.1 Page 95) HDPE GradeHDPE Grade PE80-PN6.0 63mm dia | m | 194.67 | 194.67 | 345.0 | False | None | None | False | None | False | 67161.15 | 0 |
| 3540005 | 127714 | None | PWD Common SR 2023-24 Vol.No.05 Item No.9.1.3 Page | Providing, laying and jointing HDPE pipes of specified grade and
conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinationsandrolling and lowering into trenches, laying true to line an jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipealround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testingandcommissioning. Therate is exclusive of required specials and fittings wherever necessarylike saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. Note: Upto 110mm dia Coil shall be used. (PWD Common SR 2023-24 Vol.No.05 Item No.9.1.3 Page No 95 ) HDPE Grade PE80-PN6.0, 90mm dia | m | 330.63 | 330.63 | 815.0 | False | None | None | False | None | False | 269463.45 | 0 |
| 3540006 | 127714 | None | PWD Common SR 2023-24 Item No. 1.10 Page no.07 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications (PWD Common SR 2023-24 Item No. 1.10 Page no.07) | Cum | 164.8 | 164.8 | 429.64 | False | None | None | False | None | False | 70804.672 | 0 |
| 3540007 | 127714 | None | PWD Common SR 2023-24 Item No 10.1.2 Page 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. complete For: (PWD Common SR 2023-24 Item No 10.1.2 Page no.113) | m | 104.03 | 104.03 | 60.0 | False | None | None | False | None | False | 6241.8 | 0 |
| 3540008 | 127714 | None | PWD Common SR 2023-24 Item No 10.1.2 Page 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. complete For: (PWD Common SR 2023-24 Item No 10.1.2 Page no.113) | m | 302.82 | 302.82 | 60.0 | False | None | None | False | None | False | 18169.2 | 0 |
| 3540009 | 127714 | None | PWD Common SR 2023-24 Item No 10.1.2 Page 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. complete For: (PWD Common SR 2023-24 Item No 10.1.2 Page no.113) | m | 423.33 | 423.33 | 60.0 | False | None | None | False | None | False | 25399.8 | 0 |
| 3540010 | 127714 | None | PWD Common SR 2023-24 Item No 10.5 Page no.116 | Labour charges for attending to repairs to the PVC pipes by earth work
excavation cutting the old pipe installation and jointing of new pipes to
the existing old pipe to the depth and line, level and perfect linking at
joints including encasing the pipes alround to a depth of not less than
15cms with earth available including cost of all labour,hire charge of
equipment,refilling the excavated trenches compacting,finishing neatly
by giving satisfactory hydraulic test etc.,complete (PWD Common SR 2023-24 Item No 10.5 Page no.116) | m | 341.96 | 341.96 | 110.0 | False | None | None | False | None | False | 37615.6 | 0 |
| 3540011 | 127714 | None | PWD Common SR 2023-24 Item No2.23.2 Page no.22 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O“ rings). Body and bonut should be coated with Electrostatically appliedEpoxy Powder Coating with minimum coating thickness of 250 micronboth inside and outside. The rate is inclusive of cost of valves, T.P set,galvanized bolts & nuts and rubber insertions etc. but excluding earth work.(Note: TP set should be considered only for DI pipes estimate. For MSpipes estimates, TP sets cost of corresponding dia shall be deducted fromthe SR rates of valves and provision for corresponding dia MS flangesshould be made in the estimate.)(PWD Common SR 2023-24 Item No2.23.2 Page no.22) | Each | 10704.79 | 10704.79 | 9.0 | False | None | None | False | None | False | 96343.11 | 0 |
| 3540012 | 127714 | None | 101 | Providing and Fixing HDPE Reducer 90/110mm (As per Market rate) | Each | 2820.0 | 2820.0 | 10.0 | False | None | None | False | None | False | 28200.0 | 0 |
| 3540013 | 127714 | None | 102 | Providing and Fixing HDPE Reducer 90/110mm (As per Market rate) | Each | 2740.0 | 2740.0 | 10.0 | False | None | None | False | None | False | 27400.0 | 0 |
| 3540014 | 127714 | None | 103 | Providing and Fixing HDPE Reducer 110/90mm (As per Market rate) | Each | 2640.0 | 2640.0 | 10.0 | False | None | None | False | None | False | 26400.0 | 0 |
| 3540015 | 127714 | None | 106 | Providing and Fixing HDPE Fusion Coller 90 mm dia (As per market rate) | Each | 3360.0 | 3360.0 | 10.0 | False | None | None | False | None | False | 33600.0 | 0 |
| 3540016 | 127714 | None | 107 | Providing and Fixing HDPE Tee 90 mm dia (As per market rate) | Each | 3200.0 | 3200.0 | 10.0 | False | None | None | False | None | False | 32000.0 | 0 |
| 3540017 | 127714 | None | 110 | Providing and Fixing HDPE Elbow 90 mm dia (As per market rate) | Each | 2900.0 | 2900.0 | 10.0 | False | None | None | False | None | False | 29000.0 | 0 |
| 3540018 | 127714 | None | As Per PWD SR Common Circle 2023-24 | 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. Vol:1 P.NO.16 I.No:2.5.1 P (As Per PWD SR Common Circle 2023-24) | Cum | 249.26 | 249.26 | 10.61 | False | None | None | False | None | False | 2644.6486 | 0 |
| 3540019 | 127714 | None | As per PWD SR 23-24 VOL-1 Page.NO.15 Item.No.2.1.1 | 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 Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates.(As per PWD SR 23-24 VOL-1 Page.NO.15 Item.No.2.1.1) | Cum | 6006.96 | 6006.96 | 1.35 | False | None | None | False | None | False | 8109.396 | 0 |
| 3540020 | 127714 | None | PWD SR 23-24 VOL-2 Page.NO.09 Item.No.2.1.1 | 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 :.(As per PWD SR 23-24 VOL-2 Page.NO.09 Item.No.2.1.1) | Cum | 5779.33 | 5779.33 | 12.83 | False | None | None | False | None | False | 74148.8039 | 0 |
| 3540021 | 127714 | None | PWD SR 2021-22 Vol:2 P.NO.13 I.No:6.2 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth 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.(PWD SR 2021-22 Vol:2 P.NO.13 I.No:6.2) | Cum | 8217.34 | 8217.34 | 0.504 | False | None | None | False | None | False | 4141.53936 | 0 |
| 3540022 | 127714 | None | Vol-2 Item no 8.1.2 page no 41 (As Per PWD Common | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 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. Vol-2 Item no 8.1.2 page no 41 (As Per PWD Common SR 2023-24) | Sqm | 248.23 | 248.23 | 31.68 | False | None | None | False | None | False | 7863.9264 | 0 |
| 3540023 | 127714 | None | As per PWD SR 23-24 VOL-1 Page.NO.15 Item.No.2.3.1 | 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 necesary, 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.(As per PWD SR 23-24 VOL-1 Page.NO.15 Item.No.2.3.1) | Cum | 6829.93 | 6829.93 | 6.26 | False | None | None | False | None | False | 42755.3618 | 0 |
| 3540024 | 127714 | None | KUWS & DB schedule of rstes 2015-16 | Supply and erection of 2.50 mtrs. Height ready made latrins/pumphouse/water cisterns including conveying the same carefully to work spot, loading and unloading at both destinations with all lead and lift. etc. complete (KUWS & DB schedule of rstes 2015-16). | Each | 16952.0 | 16952.0 | 6.0 | False | None | None | False | None | False | 101712.0 | 0 |
| 3540025 | 127714 | None | Volume-5 Page No.127,Item No-11.1.6 | Providing, laying and fixing GI pipes confirming to IS 1239:1990 with latest amendments complete with GI fitting (excludings the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness,with all lead and commissioning. ( contractor will make his own arrangements for procuring water for testing ) for heavy GI pipe : medium duty GI pipe of 50mm dia PWD COMMON SR 2023-24 Volume-5 Page No.127,Item No-11.1.6) | Rmtr | 455.26 | 455.26 | 30.0 | False | None | None | False | None | False | 13657.8 | 0 |
| 3540026 | 127714 | None | PWD COMMON SR 2023-24 Volume-5 Page No.127,Item No | Providing, laying and fixing GI pipes confirming to IS 1239:1990 with latest amendments complete with GI fitting (excludings the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness,with all lead and commissioning. ( contractor will make his own arrangements for procuring water for testing ) for heavy GI pipe : medium duty GI pipe of 50mm dia PWD COMMON SR 2023-24 Volume-5 Page No.127,Item No-11.1.6) | Rmtr | 231.75 | 231.75 | 21.0 | False | None | None | False | None | False | 4866.75 | 0 |
| 3540027 | 127714 | None | 111 | Providing and fixing Big cock 25mm nominal bore-NP | Each | 192.03 | 192.03 | 24.0 | False | None | None | False | None | False | 4608.72 | 0 |
| 3540028 | 127714 | None | As per PWD SR 23-24 VOL-1 Page.NO.154 Item.No.13.2 | Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI mark and as per its latest amendments (As per PWD SR 23-24 VOL-1 Page.NO.154 Item.No.13.25.1) | Each | 1287.5 | 1287.5 | 6.0 | False | None | None | False | None | False | 7725.0 | 0 |
| 3540029 | 127714 | None | As per PWD SR 23-24 VOL-5 SI NO-18.6 Page No.177 | Providing GM (Copper alloy) wheel valves / check valves confirming to IS 778/1990 Class-1 with latest amendments No.1 and with ISI mark screwed in bonnet integral seat inside, screw , rising spindle screwed female ends confirming to IS 554/1990 body hydraulically tested 1.50 HP seat hydraulically tested 1.00 HP (As per PWD SR 23-24 VOL-5 SI NO-18.6 Page No.177) | Each | 1319.43 | 1319.43 | 6.0 | False | None | None | False | None | False | 7916.58 | 0 |
| 3540030 | 127714 | None | VOL-2 SI NO-8.54.1 Page no 115 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Onecoat as per specifications and as per directions of Engineer in charge. (VOL-2 SI NO-8.54.1 Page no 115 ) (As Per PWD SR Common Circle 2023-24) | Sqm | 75.19 | 75.19 | 31.68 | False | None | None | False | None | False | 2382.0192 | 0 |
| 3540031 | 127714 | None | PWD SR 2023-24 Vol:5 P.NO.112 I.No:10.1.3 | 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 PVC pipes 50mm dia., 6 kg/sqcm & class 5:PWD SR 2023-24 Vol:5 P.NO.112 I.No:10.1.3 | m | 104.03 | 104.03 | 180.0 | False | None | None | False | None | False | 18725.4 | 0 |
| 3540032 | 127714 | None | PWD SR 202-24 Vol:5 P.NO.117 I.No:10.9.4 | Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 50 mm dia PVC Elbows PWD SR 202-24 Vol:5 P.NO.117 I.No:10.9.4 | Each | 67.98 | 67.98 | 12.0 | False | None | None | False | None | False | 815.76 | 0 |
| 3540033 | 127714 | None | PWD SR 2023-24 Vol:5 P.NO.117 I.No10.10.4 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 50 mm dia PVC Tee .PWD SR 2023-24 Vol:5 P.NO.117 I.No10.10.4 | Each | 62.83 | 62.83 | 12.0 | False | None | None | False | None | False | 753.96 | 0 |
| 3540034 | 127714 | None | PWD Common SR 2023-24 Item No2.23.2 Page no.22 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O“ rings). Body and bonut should be coated with Electrostatically appliedEpoxy Powder Coating with minimum coating thickness of 250 micronboth inside and outside. The rate is inclusive of cost of valves, T.P set,galvanized bolts & nuts and rubber insertions etc. but excluding earth work.(Note: TP set should be considered only for DI pipes estimate. For MSpipes estimates, TP sets cost of corresponding dia shall be deducted fromthe SR rates of valves and provision for corresponding dia MS flangesshould be made in the estimate.)(PWD Common SR 2023-24 Item No2.23.2 Page no.22) | Each | 5701.05 | 5701.05 | 4.0 | False | None | None | False | None | False | 22804.2 | 0 |