| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1723805421000 | 0 | None | None | Water supply/sewage lines | PACKAGE 05 1)Drilling of borewell ,installation of cistern and Laying of GI pipeline near Banni Mahankalamma temple, Jandakatte Oni and Kategudda Sanjappa house and near Jairam house in W.No 15 of Ballari City. | 504925.35 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3790744 | 143354 | None | code01 | Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE 1 Additional rate on item 1 and 2 is allowed for drilling in over burden and fixing Casing pipes beyond 20M for fixing Casing pipes only a Above 20 M and upto 30 M 15percent,
b Above 30 M 30percent Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level. 2 A sum of Rs. 100 is to be deducted for Dry
Borewell towards yield test. etc. complete. Vol-5 SR 2023 24, Item no 12.4, P.No.140 | Each | 5552.4 | 5552.4 | 3.0 | False | None | None | False | None | False | 16657.2 | 0 | | 3790745 | 143354 | None | code02 | Re drilling of filled up borewell, including yield test at final depth. Vol 5 SR 2023 24, Item no 12.6, P.No.140 | Rmtr | 466.2 | 466.2 | 40.0 | False | None | None | False | None | False | 18648.0 | 0 | | 3790746 | 143354 | None | code03 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG and above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost
of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc. for: Above 300m of drilling add 10percent for every 50m depth Vol 5 SR 2023 24 I.No.12.2.1,12.2.2, P.No 139 0.00 to 50.00 Mtrs item no 12.2.1 | Rmtr | 324.45 | 324.45 | 150.0 | False | None | None | False | None | False | 48667.5 | 0 | | 3790747 | 143354 | None | code04 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG and above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost
of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc. for: Above 300m of drilling add 10percent for every 50m depth Vol 5 SR 2023 24 I.No.12.2.1,12.2.2, P.No 139 50.00 to 100.00 Mtrs item no 12.2.2 | Rmtr | 406.35 | 406.35 | 30.0 | False | None | None | False | None | False | 12190.5 | 0 | | 3790748 | 143354 | None | code05 | PVC pipe OD 140mm and 6 Kg per sqcm Vol 5 SR 2023 24 , Sl.no 648, page no A 44 for casing | Rmtr | 417.9 | 417.9 | 60.0 | False | None | None | False | None | False | 25074.0 | 0 | | 3790749 | 143354 | None | code06 | Providing, Single Phase Submersible Pump Sets of 100mm dia 4 inch suitable for bore well confirming to IS 8034 2000 specifications, to work site with testing of as per instructions of engineer incharge of work andand latest amendments. 1.00 HP per 0.75KW, 12 STG Vol 5 SR 2023-24 , page no 149 , i no 13.6.3 | Each | 15241.8 | 15241.8 | 4.0 | False | None | None | False | None | False | 60967.2 | 0 | | 3790750 | 143354 | None | code07 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core sheathed of nominal cross sectional area as per IS 694 1990 with ISI Mark and as per its latest amendmentsSR 2023-24, Vol 5, It.No 13.22.2 P.No.154 1x3x2.5 Sqm | Sqm | 85.0 | 85.0 | 280.0 | False | None | None | False | None | False | 23800.0 | 0 | | 3790751 | 143354 | None | code08 | Supply and delivery at site brand new best make starter control panel suitable for following HP centrifugal pump confirming with ISI mark and its latest amendments. Vol 5 SR 2023 24 CHAPTER 15, item No.13.43.1 P.No.157 Upto 7.5 HP centrifugal pump | Each | 9975.0 | 9975.0 | 4.0 | False | None | None | False | None | False | 39900.0 | 0 | | 3790752 | 143354 | None | code09 | Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work. Vol 5 SR 2023 24 , item No.13.34, , P.No.156 | Job | 1522.5 | 1522.5 | 4.0 | False | None | None | False | None | False | 6090.0 | 0 | | 3790753 | 143354 | None | code10 | Supply and delivery at site best indigenous brand new power capacitor as per IS 2834 1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. Vol 5 SR 2023 24, item No.13.25, P.No.155 | Kvar | 577.5 | 577.5 | 4.0 | False | None | None | False | None | False | 2310.0 | 0 | | 3790754 | 143354 | None | code11 | Supply and delivery at site delivery of best indigenous brand new MCB Miniature Circuit Breakers of required capacity as per IS 88228 1978 and its latest amendments and with ISI Mark of 6 10 16 20 25 40 Amps with scalable box. Vol 5 SR 2023 24 , item No.13.26, P.No.155 | Per 3 Poles | 1207.5 | 1207.5 | 4.0 | False | None | None | False | None | False | 4830.0 | 0 | | 3790755 | 143354 | None | code12 | Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. Vol 5 SR 2023 24 , item No.13.36, P.No.156 | Rmtr | 141.75 | 141.75 | 80.0 | False | None | None | False | None | False | 11340.0 | 0 | | 3790756 | 143354 | None | code13 | 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 test as 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. Vol 5 SR 2023 24 , item No.9.1.1, 9.1.3 P.No.95 HDPE Grade PE80 PN6.0, 63mm dia | Rmtr | 198.45 | 198.45 | 320.0 | False | None | None | False | None | False | 63504.0 | 0 | | 3790757 | 143354 | None | code14 | Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia.Vol 5 SR 2023 24, , item No.13.39 P.No.157 | Job | 3937.5 | 3937.5 | 4.0 | False | None | None | False | None | False | 15750.0 | 0 | | 3790758 | 143354 | None | code15 | Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia.Vol 5 SR 2023 24, , item No.13.39 P.No.157 | No | 320.25 | 320.25 | 40.0 | False | None | None | False | None | False | 12810.0 | 0 | | 3790759 | 143354 | None | code16 | Providing, Laying and Fixing GI pipes conforming to IS 1239 1990 with latest amendments complete with GI fittings excluding 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 Duty GI pipe Vol 5 SR2023 24, I NO 11.3.5 , 11.3.2 P NO 127 ,128, Heavy Duty GI pipe of 40mm dia | Rmtr | 522.9 | 522.9 | 203.0 | False | None | None | False | None | False | 106148.7 | 0 | | 3790760 | 143354 | None | code17 | Providing, Laying and Fixing GI pipes conforming to IS 1239 1990 with latest amendments complete with GI fittings excluding 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 Duty GI pipe Vol 5 SR2023 24, I NO 11.3.5 , 11.3.2 P NO 127 ,128, Heavy Duty GI pipe of 20mm dia | Rmtr | 276.15 | 276.15 | 30.0 | False | None | None | False | None | False | 8284.5 | 0 | | 3790761 | 143354 | None | code18 | Providing wrought mild steel galvanized GI collar confirming to IS 1239 II, 1991 with latest amendments if any. Vol 5 SR2023 24, I NO 11.6.5, I NO 11.6.2 P NO129 OR 40 MM DIA GI COLLAR | Each | 103.95 | 103.95 | 5.0 | False | None | None | False | None | False | 519.75 | 0 | | 3790762 | 143354 | None | code19 | Supply and delivery at site wrought middle steel galvanized GI elbow confirming to IS 1239 II, 1991 with latest amendments if any for: Vol 5 SR2023v 24, I NO 11.7.2 P NO 129, For 20 mm dia GI elbow | Each | 103.95 | 103.95 | 10.0 | False | None | None | False | None | False | 1039.5 | 0 | | 3790763 | 143354 | None | code20 | Providing GM gland cocks tested against hydraulic pressure of 20 Kg per m² with ISI mark.Vol 5 SR2023 24, I NO11.19.2 P NO 134, For 20 mm dia Gland cocks | Each | 439.95 | 439.95 | 10.0 | False | None | None | False | None | False | 4399.5 | 0 | | 3790764 | 143354 | None | code21 | Supply and delivery at site wrought middle steel galvanized GI tee confirming to IS 1239 II, 1991 with latest amendments if any. Vol 5 SR 2023 24 , item No.11.9.5 P.No.130, For 40 mm dia GI TEE | Each | 199.5 | 199.5 | 10.0 | False | None | None | False | None | False | 1995.0 | 0 | | 3790765 | 143354 | None | code22 | Gescom Deposit Charges. | Each | 5000.0 | 5000.0 | 4.0 | False | None | None | False | None | False | 20000.0 | 0 |
| | 1723805421000 | 0 | None | None | Water supply/sewage lines | PACKAGE 05 1)Drilling of borewell ,installation of cistern and Laying of GI pipeline near Banni Mahankalamma temple, Jandakatte Oni and Kategudda Sanjap2)Providing and Laying of HDPE Pipeline in Panduranga Temple and in CMC Quatres in W.No 16 of Ballari City. | 416607.01 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3790766 | 143355 | None | code01 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. vol 3 it no 2.19 p no 12 | Cum | 591.15 | 591.15 | 13.86 | False | None | None | False | None | False | 8193.339 | 0 | | 3790767 | 143355 | None | code02 | Earth work excavation for pipelines,cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth excluding rock in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usageand other appurtenances required to complete the work.PWD SR 2023 24 vol 1 p no 6 it no 1.6 | Cum | 508.2 | 508.2 | 129.6 | False | None | None | False | None | False | 65862.72 | 0 | | 3790768 | 143355 | None | code03 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 49842016 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 test as 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. For HDPE PE 80 PN 6.0 dsr 202324 item no 9.1.4 VOL 5 9.1.4 HDPE Grade PE80 PN6.0,110mm dia m | Rmtr | 492.45 | 492.45 | 160.0 | False | None | None | False | None | False | 78792.0 | 0 | | 3790769 | 143355 | None | code04 | 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 test as 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. For HDPE PE 80 PN 6.0 dsr 2023 24 item no 9.1.3 HDPE Grade PE80 PN6.0, 90mm dia m VOL 5 | Rmtr | 337.05 | 337.05 | 80.0 | False | None | None | False | None | False | 26964.0 | 0 | | 3790770 | 143355 | None | code05 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron DI conforming ti IS 1865 with the latest amendments and of grade GGG 40 by 50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100 percentage leak proof with face to face dimensions as per IS 14846 2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 O rings. Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts and nuts and rubber insertions etc. but excluding earth work. For PN10 (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate. etc. complete IT NO 2.23.2 P NO 22 V5 For Suilce Valve of PN 10.0 and 100mm | No | 11428.2 | 11428.2 | 3.0 | False | None | None | False | None | False | 34284.6 | 0 | | 3790771 | 143355 | None | code06 | Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. PWD SR VOL5 ITEM NO.9.17.1 PAGE NO 107 | Each | 137.55 | 137.55 | 10.0 | False | None | None | False | None | False | 1375.5 | 0 | | 3790772 | 143355 | None | code07 | 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 and 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. PWD CMSR VOL1 IT.NO 2.1.4 Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 12.0 | False | None | None | False | None | False | 78334.2 | 0 | | 3790773 | 143355 | None | code08 | Providing and fixing of noncorrosive Engineering Plastic moulded composite strap saddle with Stainless steel 304 threaded metal inserted or trapping outlet suiting for different sizes of clear bore conforming to IS 554 wide strap with elestrometic insulation for proper grip around the DI pipe with SS 304 bolts and nuts. Saddle to have rubber SBR grade 30 O ring around the tapping hole. All metal parts shall be made of SS 304 and saddle seal shall be of virgin rubber SBR grade 30/NBR NSF 61approved. Fastners shall be of stainless steel 202 NC rolled threaded. M12 with tightening torque 1415 Kgm. For 100mm dia. pipes: etc. complete vol 5 pwd sr 202324 item no 2.22.1 For 15mm connections | Each | 765.45 | 765.45 | 100.0 | False | None | None | False | None | False | 76545.0 | 0 | | 3790774 | 143355 | None | code09 | 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 and 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:10.1.1 PVC pipes 25mm dia, 10 kg/sqcm and class 5 m vol 5 p no 113 | Rmtr | 50.4 | 50.4 | 350.0 | False | None | None | False | None | False | 17640.0 | 0 | | 3790775 | 143355 | None | code10 | 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 and 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 10.1.6 PVC pipes 110mm dia., 6 kg/sqcm and class 3 m 294 vol 5 p no 113 | Rmtr | 431.55 | 431.55 | 45.0 | False | None | None | False | None | False | 19419.75 | 0 | | 3790776 | 143355 | None | code11 | Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping systemin accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his
own arrangement for procuring water for testing etc. complete. 9.17.13 100 ID TEE fitting for 100mm dia pipes | Each | 792.75 | 792.75 | 8.0 | False | None | None | False | None | False | 6342.0 | 0 | | 3790777 | 143355 | None | code12 | Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping systemin accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his
own arrangement for procuring water for testing etc. complete. 9.17.35 90 MM ELECTRO FUSION ELBOW | Each | 475.65 | 475.65 | 6.0 | False | None | None | False | None | False | 2853.9 | 0 |
| | 1723805421000 | 0 | None | None | Water supply/sewage lines | PACKAGE 05 of borewell ,installation of cistern and Laying of GI pipeline near Banni Mahankalamma temple, Jandakatte Oni and Kategudda Sanjappa house and near Jairam house in W.No 15 of Ballari City. 2)Providing and Laying of HDPE Pipeline in Panduranga Temple and in CMC Qupackage 05 3)Reboring of existing borewell at Umashankar Colonyand construction of cistern tank near SRP govt, school in ward no.16 of Ballari city. | 421221.52 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3790778 | 143356 | None | code01 | Re drilling of filled up borewell including yield test at final depth. Vol 5 SR 2023 24 Item no 12.6 P.No.140 | Rmtr | 466.2 | 466.2 | 100.0 | False | None | None | False | None | False | 46620.0 | 0 | | 3790779 | 143356 | None | code02 | Casing pipe PVC pipe OD 140mm and 6 Kg sqcm. Vol 5 SR 2023 24 Sl.no 648 page no A 44. | Rmtr | 417.9 | 417.9 | 40.0 | False | None | None | False | None | False | 16716.0 | 0 | | 3790780 | 143356 | None | code03 | Providing Single Phase Submersible Pump Sets of 100mm dia 4 inch suitable for bore well confirming to IS 8034 2000 specifications to work site with testing of as per instructions of engineer incharge of work andand latest amendments.1.00 HP 0.75KW 12 STG Vol 5 SR 2023 24 page no 149 i no 13.6.3 | Each | 14516.0 | 14516.0 | 2.0 | False | None | None | False | None | False | 29032.0 | 0 | | 3790781 | 143356 | None | code04 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core sheathed of nominal cross sectional area as per IS 694 1990 with ISI Mark and as per its latest amendmentsSR 2023 24 Vol 5 It.No 13.22.2 P.No.154 1 3 2.5 Sqm | Nos | 85.0 | 85.0 | 70.0 | False | None | None | False | None | False | 5950.0 | 0 | | 3790782 | 143356 | None | code05 | Supply and delivery at site brand new best make starter control panel suitable for following HP centrifugal pump confirming with ISI mark and its latest amendments. Vol 5 SR 2023 24 CHAPTER 15, item No.13.43.1 P.No.157 Upto 7.5 HP centrifugal pump | Each | 9975.0 | 9975.0 | 2.0 | False | None | None | False | None | False | 19950.0 | 0 | | 3790783 | 143356 | None | code06 | Supply and Delivery at site best indigenous brand new power capacitor as per, IS 2834 1986 with latest amendments with KPTCL authorities and erection electrification and commissioning of the same at the location of respective pump sets. volume 5 SR 2023 24 item No, 13.25 P.No.155. | Kvar | 550.0 | 550.0 | 2.0 | False | None | None | False | None | False | 1100.0 | 0 | | 3790784 | 143356 | None | code07 | Supply and delivery at site delivery of best indigenous brand new MCB Miniature Circuit Breakers of required capacity as per IS 88228 1978 and its Latest amendments and with ISI Mark of 6 10 16 20 25 40 AMPS with scalable box.Vol 5 SR 2023 24 item No.13.26 P.No.155 | 3 Poles | 1150.0 | 1150.0 | 2.0 | False | None | None | False | None | False | 2300.0 | 0 | | 3790785 | 143356 | None | code08 | Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. Vol 5 SR 2023 24 IStem No.13.36 P.No.156 | Rmtr | 135.0 | 135.0 | 80.0 | False | None | None | False | None | False | 10800.0 | 0 | | 3790786 | 143356 | None | code09 | 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 test as 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.. Vol 5 SR 2023 24 item No.9.1.1 9.1.3 P.No.95 HDPE Grade PE80 PN6.0 63mm dia | Rmtr | 198.45 | 198.45 | 70.0 | False | None | None | False | None | False | 13891.5 | 0 | | 3790787 | 143356 | None | code10 | 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 Anand 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 Vol 1 SR 2023 24 P.No 10 I.No 1.17.1 All kinds of soils. Depth upto 1.50 m | Cum | 275.1 | 275.1 | 8.775 | False | None | None | False | None | False | 2414.0025 | 0 | | 3790788 | 143356 | None | code11 | 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 And 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. Vol 1 SR 2023 24 P.No 15 I.No 2.1.1 Mix 1 5 10 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5604.9 | 5604.9 | 0.75 | False | None | None | False | None | False | 4203.675 | 0 | | 3790789 | 143356 | None | code12 | Appendix I Additionalities for Formwork Centering Anand Scaffolding. Vol 1 SR 2023 24 Sl. No.1B P.No.111 FOR PCC b. All other types | Cum | 168.15 | 168.15 | 0.75 | False | None | None | False | None | False | 126.1125 | 0 | | 3790790 | 143356 | None | code13 | 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 Cement mortar 1 6 1 cement 6 coarse sand Vol ii SR 2023 24 P.No 9 I.No 5.1.1 | Cum | 5891.55 | 5891.55 | 2.7 | False | None | None | False | None | False | 15907.185 | 0 | | 3790791 | 143356 | None | code14 | Providing Size Stone masonry with hard stone in foundation Anand plinth with Cement mortar 1 6 1 cement 6 coarse sand Vol ii SR 2023 24 P.No 9 I.No 5.4 | Cum | 6708.45 | 6708.45 | 2.7 | False | None | None | False | None | False | 18112.815 | 0 | | 3790792 | 143356 | None | code15 | 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 Anand 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 20 mm nominal size graded crushed coarse aggregates Vol 1 SR 2023 24 P.No 15 I.No 2.1.4 | Cum | 6527.85 | 6527.85 | 0.675 | False | None | None | False | None | False | 4406.29875 | 0 | | 3790793 | 143356 | None | code16 | Appendix I Additionalities for Formwork Centering Anand Scaffolding. Vol 1 SR 2023 24 Sl. No.1B P.No.111 FOR PCC b. All other types | Cum | 326.36 | 326.36 | 0.675 | False | None | None | False | None | False | 220.293 | 0 | | 3790794 | 143356 | None | code17 | Supply and delivery at site of brand new best make gate valve as per IS 778 1984 with ISI Mark and as per its latest amendments Vol 5 SR 2023 24 I no 13.24.1 P.No.154 | Each | 1312.5 | 1312.5 | 2.0 | False | None | None | False | None | False | 2625.0 | 0 | | 3790795 | 143356 | None | code18 | RCC hume pipe Circular pump house providing precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings Internal dia Mtr. 1200 mm Anand height of 2.5 Mtr. With Wall thickness 65mm.Vol 5 SR 2023 24 I no 10.6 P.No.116 | Rmtr | 17221.05 | 17221.05 | 2.0 | False | None | None | False | None | False | 34442.1 | 0 | | 3790796 | 143356 | None | code19 | Erection and positioning of RCC Hume pipe pump house Cistern on size stone masory platform including transportation charges and handling finishing with all necessary tools plants and materials etc. complete as directed by the Engineer in charge of the work.. Vol 5 SR 2023 24 I no 10.7 P.No.116 | Each | 1976.1 | 1976.1 | 2.0 | False | None | None | False | None | False | 3952.2 | 0 | | 3790797 | 143356 | None | code20 | 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 Anand 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 COMMON SCHEDULE OF RATES 2023 24 Volume V PAGE NO 113 I NO 10.1.8 PVC PIPES 140 MM DIA 6KG SQCM Anand CLASS 3 | Rmtr | 613.2 | 613.2 | 12.0 | False | None | None | False | None | False | 7358.4 | 0 | | 3790798 | 143356 | None | code21 | 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. Vol 1 SR 2023 24 item No.1.10 P.No.7 | Cum | 168.0 | 168.0 | 2.63 | False | None | None | False | None | False | 441.84 | 0 | | 3790799 | 143356 | None | code22 | Labour charges for Erection Electrification and commissioning of Pump sets including aligning and balancing of all items including supply and erection of two pair of supporting clamps bore well caps cable clips and water tight gland cable protectors bolts nuts valve and gauges tools and equipments etc. involved in the job as per specifications with necessary tests as per specifications with testing of as per instructions of engineer incharge of work. Vol 5 SR 2023 24 item No.13.32 P.No.156 | Job | 6825.0 | 6825.0 | 2.0 | False | None | None | False | None | False | 13650.0 | 0 | | 3790800 | 143356 | None | code23 | Earthing Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts nuts washers and check nuts the pipe shall have 16 through holes of 12mm dia.Vol 5 SR 2023 24 item No.13.39 P.No.157 | Job | 3750.0 | 3750.0 | 2.0 | False | None | None | False | None | False | 7500.0 | 0 | | 3790801 | 143356 | None | code24 | Providing and fixing brass bib cock of approved quality 20 mm nominal bore Vol 2 SR 2023 24 item No.13.2.2 P.No.117 | Job | 320.25 | 320.25 | 14.0 | False | None | None | False | None | False | 4483.5 | 0 | | 3790802 | 143356 | None | code25 | Providing Laying and Fixing GI pipes conforming to IS 1239 1990 with latest amendments complete with GI fittings excluding 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 Duty GI pipe . Vol 5 SR2023 24 I NO 11.3.5 11.3.2 P NO 127 128 1 Heavy Duty GI pipe of 40mm dia | Rmtr | 522.9 | 522.9 | 16.0 | False | None | None | False | None | False | 8366.4 | 0 | | 3790803 | 143356 | None | code26 | 2 Heavy Duty GI pipe of 20mm dia | Rmtr | 276.15 | 276.15 | 336.0 | False | None | None | False | None | False | 92786.4 | 0 | | 3790804 | 143356 | None | code27 | Earth work excavation for pipelines cables by Manual means upto 600 mm trench width 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 leveling the excavated earth or sorting Anand stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth excluding rock in trenches plinth sides of foundations etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour tools usage Anand other appurtenances required to complete the work.. In all kinds of soils. Depth upto 1.50m. Vol I CSR 2023 2024 Chapter 1 Sl No. 1.6.1 Page no. 6. | Cum | 508.2 | 508.2 | 19.8 | False | None | None | False | None | False | 10062.36 | 0 | | 3790805 | 143356 | None | code28 | Providing wrought mild steel galvanized GI collar confirming to IS 1239 II 1991 with latest amendments if any. Vol 5 SR2023 24 I NO 11.6.5 I NO 11.6.2 P NO129 | Each | 216.3 | 216.3 | 6.0 | False | None | None | False | None | False | 1297.8 | 0 | | 3790806 | 143356 | None | code29 | Providing wrought mild steel galvanized GI collar confirming to IS 1239 II 1991 with latest amendments if any For 25 mm dia GI collar Chapter 11 GI PIPE WORKS Vol V SR 2023 24 item No.11.6.3 P.No.129 | Each | 148.05 | 148.05 | 50.0 | False | None | None | False | None | False | 7402.5 | 0 | | 3790807 | 143356 | None | code30 | Supply and delivery at site wrought middle steel galvanized GI elbow confirming to IS 1239 II 1991 with latest amendments if any for Vol 5 SR2023 24 I NO 11.7.2 P NO 129 For 20 mm dia GI elbow | Each | 103.95 | 103.95 | 20.0 | False | None | None | False | None | False | 2079.0 | 0 | | 3790808 | 143356 | None | code31 | Providing GM gland cocks tested against hydraulic pressure of 20 Kg sqm with ISI mark.Vol 5 SR2023 24 I NO11.19.2 P NO 134 For 20 mm dia Gland cocks | Each | 439.95 | 439.95 | 2.0 | False | None | None | False | None | False | 879.9 | 0 | | 3790809 | 143356 | None | code32 | Supply and delivery at site wrought middle steel galvanized GI tee confirming to IS 1239 II 1991 with latest amendments if any. Vol 5 SR 2023 24 item No.11.9.5 P.No.130 For 40 mm dia GI TEE | Each | 199.5 | 199.5 | 2.0 | False | None | None | False | None | False | 399.0 | 0 | | 3790810 | 143356 | None | code33 | Supply and delivery at site GM copper alloy gate valves confirming to Class I as per IS 778 with latest amendments 1 No. screwed in bonnet inside screw rising spring spindle integral seat screwed females ends confirming to IS 554 1990 body hydraulically tested 1.5HP seat standardtested 1 HP with IS mark. Vol 5 SR 2023 24 item No.11.15.2 P.No.133 For 20 mm dia GM Copper alloy Gate valves | Each | 932.4 | 932.4 | 2.0 | False | None | None | False | None | False | 1864.8 | 0 | | 3790811 | 143356 | None | code34 | Providing Flush Ruled pointing Pointing on stone work with cement mortar 1 3 1 cement 3 fine sand after raking joints to depth nicely lining including cost of materials labour curing as per specifications and as per directions of Engineer in charge Vol 2 SR 2023 24 item No.8.19.1 P.No.44 | Sqm | 267.75 | 267.75 | 13.44 | False | None | None | False | None | False | 3598.56 | 0 | | 3790812 | 143356 | None | code35 | Applying priming coats with primer of approved brand and manufacture having low VOC Volatile Organic Compound content. With water thinnable cement primer on wall surface having VOC content less than 50 grams litre as per specifications and as per directions of Engineer in charge. Vol 2 SR 2023 24 item No.8.55.2 | Sqm | 55.65 | 55.65 | 32.33 | False | None | None | False | None | False | 1799.1645 | 0 | | 3790813 | 143356 | None | code36 | Distempering with first quality acrylic distemper ready mixed having VOC content less than 50 g L of Lapproved manufacturer of required shade and colour complete as per manufacturer s specification. Two coats on new work to give an even shade 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 Vol 2 SR 2023 24 item No.8.26 p no 45 | Sqm | 84.0 | 84.0 | 32.33 | False | None | None | False | None | False | 2715.72 | 0 | | 3790814 | 143356 | None | code37 | Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt dust and foreign matter cost of materials labour complete as per specifications and as per directions of Engineer in charge. vol 2 p no 49 | Nos | 4.2 | 4.2 | 410.0 | False | None | None | False | None | False | 1722.0 | 0 | | 3790815 | 143356 | None | code38 | Labour charges for Erection of out door type panel board and Meter Board units with all Necessary materials and Labour Tools and Equipments Including Providing Cement Concrete Foundation bed etc , complete as per specification with testing of as per instructions of engineer incharge of work. Vol 5 SR 23 24 item No.13.34 P.No 156 | Job | 1522.5 | 1522.5 | 2.0 | False | None | None | False | None | False | 3045.0 | 0 | | 3790816 | 143356 | None | code39 | Gescom Deposit Charges. | Each | 8500.0 | 8500.0 | 2.0 | False | None | None | False | None | False | 17000.0 | 0 |
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