| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1718803263000 | 0 | None | None | Water supply/sewage lines | PACKAGE 02- 1. Laying of HDPE water supply pipeline from Girls hostel to ADC quarters, ward no 1 of Ballari city | 153906.9 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3313572 | 115752 | None | code01 | Dismantling of Flexible pavements and disposal of dismantled
materials and stacking serviceable and unserviceable materials
separately By Mechanical Mean
vol 3 it no 2.18 p no 12 | Cum | 338.1 | 338.1 | 1.0 | False | None | None | False | None | False | 338.1 | 0 | | 3313573 | 115752 | None | code02 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width 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 following strata.
1.17.1 All kinds of soils. Depth upto 1.50 m vol1 p no 10 | Cum | 275.1 | 275.1 | 84.0 | False | None | None | False | None | False | 23108.4 | 0 | | 3313574 | 115752 | None | code03 | 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 VOLU-5 | m | 337.05 | 337.05 | 280.0 | False | None | None | False | None | False | 94374.0 | 0 | | 3313575 | 115752 | None | code04 | 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 110mm dia., 6 kg PER sqcm & class 3 PWD SR 23-24 VOLUME -5 . Item No. 10.1.7 Page No. | m | 431.55 | 431.55 | 8.0 | False | None | None | False | None | False | 3452.4 | 0 | | 3313576 | 115752 | None | code05 | Supplying of special moulded variety PVC couplers as per IS 7834-1987 and fabricated as per IG124- 1984 with ISI mark and with its latest amendments to walk site etc. complete .PWD SR V-5 Item No.10.8.8 | Each | 179.55 | 179.55 | 3.0 | False | None | None | False | None | False | 538.65 | 0 | | 3313577 | 115752 | None | code06 | 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 40by50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100percent 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 & nuts and rubber insertions etc. but excluding earth work. For PN-10
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 V-5 For Suilce Valve of PN - 10.0 and 100mm | No | 11428.2 | 11428.2 | 1.0 | False | None | None | False | None | False | 11428.2 | 0 | | 3313578 | 115752 | None | code07 | Refilling available earth around trenches or 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 & as per directions of the Engineer-in-Charge. Volume1 CSR, Chapter-1 EARTH WORK,Sl No.- 1.10, Page no 7. | Cum | 168.0 | 168.0 | 84.0 | False | None | None | False | None | False | 14112.0 | 0 | | 3313579 | 115752 | None | code08 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite or trap or 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 machinery, curing, and all the other app pwd sr vol 1 2.1.6 Mix 1-2-4 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6555.15 | 6555.15 | 1.0 | False | None | None | False | None | False | 6555.15 | 0 |
| | 1718803263000 | 1 | None | None | Water supply/sewage lines | 15th fin 2023-24, PACKAGE 02 Laying of GI pipeline near various Borewell cisterns, ward no 3 of Ballari city | 126415.72 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3313580 | 115753 | 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- iii SR 2023-24 P.No 12, I.No 2.19 | Cum | 591.15 | 591.15 | 6.4935 | False | None | None | False | None | False | 3838.632525 | 0 | | 3313581 | 115753 | None | code02 | 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 & 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 following
strata. Vol-1 SR 2023-24, I.No.1.17.1, P.No.10, All kinds of soils. Depth upto 1.50m | Cum | 275.1 | 275.1 | 19.4805 | False | None | None | False | None | False | 5359.08555 | 0 | | 3313582 | 115753 | None | code03 | Providing, Laying and Fixing of 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 SR 2021-22, Chapter-13, It.No.3.2, N020c, P.No.142 Heavy Duty GI pipe of 40mm dia | m | 432.6 | 432.6 | 144.3 | False | None | None | False | None | False | 62424.18 | 0 | | 3313583 | 115753 | None | code04 | Providing, Laying and Fixing of 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 SR 2021-22, Chapter-13, It.No.3.2, N020c, P.No.142 Heavy Duty GI pipe of 20mm dia | m | 236.25 | 236.25 | 9.75 | False | None | None | False | None | False | 2303.4375 | 0 | | 3313584 | 115753 | None | code05 | Refilling available earth around trenches or 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 P.no 7, I.No 1.10 | Cum | 168.0 | 168.0 | 19.48 | False | None | None | False | None | False | 3272.64 | 0 | | 3313585 | 115753 | None | code06 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 Grade, coarse and fine aggregates conforming to IS-383-2016, 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 fixed side formwork steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Vol-3 R&B SR 2023-24, It.No.16.27 OTHER ITEMS CC Pavement and PMGSY Boards | Cum | 6692.7 | 6692.7 | 4.329 | False | None | None | False | None | False | 28972.6983 | 0 | | 3313586 | 115753 | None | code07 | Providing wrought mild steel galvanized GI collar confirming to IS1239-2, 1991 with latest amendments if any.Vol-5 SR 2023-24, item No.11.6.5, , P.No.129, For 40 mm dia GI collar | Each | 216.3 | 216.3 | 30.0 | False | None | None | False | None | False | 6489.0 | 0 | | 3313587 | 115753 | None | code08 | 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 SR 2023-24, item No.11.7.2, P.No.143, For 20 mm dia GI elbow | Each | 103.95 | 103.95 | 30.0 | False | None | None | False | None | False | 3118.5 | 0 | | 3313588 | 115753 | None | code09 | 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 2021-22, item No.9.2, For 40 mm dia GI TEE | Each | 199.5 | 199.5 | 12.0 | False | None | None | False | None | False | 2394.0 | 0 | | 3313589 | 115753 | None | code10 | Supply and delivery at site wrought middle steel galvanized GI socket confirming to IS 1239-II, 1991 with latest amendments if any. Vol-5 SR 2021-22, item No.11.10.5, For 40 mm dia GI Socket | Each | 232.05 | 232.05 | 15.0 | False | None | None | False | None | False | 3480.75 | 0 | | 3313590 | 115753 | None | code11 | supply of PPR Gate valve confirming to IS 15801-2008 and DIN Standards 8077 8092 For PPR Gate valve 20mm Vol-5 SR 2021-22, item No.2.79.1 | Each | 396.9 | 396.9 | 12.0 | False | None | None | False | None | False | 4762.8 | 0 |
| | 1718803263000 | 1 | None | None | Water supply/sewage lines | 15th fin 2023-24, PACKAGE 02, Drilling of Borewell and construction of cistern in Krishna colony, KGN colony and near Urdu school of ward no 4 in Ballari city | 1690141.8 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3313591 | 115754 | 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 Schlumbergerss 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&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M 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 | 9.0 | False | None | None | False | None | False | 49971.6 | 0 | | 3313592 | 115754 | None | code02 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & 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 no12.2.1 | m | 324.45 | 324.45 | 450.0 | False | None | None | False | None | False | 146002.5 | 0 | | 3313593 | 115754 | None | code03 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & 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 | m | 406.35 | 406.35 | 90.0 | False | None | None | False | None | False | 36571.5 | 0 | | 3313594 | 115754 | None | code04 | PVC pipe -OD 160mm and 6 Kg per sqcm Vol-5 SR 2023-24 , Sl.no 649, page no A-44 for casing | m | 441.0 | 441.0 | 108.0 | False | None | None | False | None | False | 47628.0 | 0 | | 3313595 | 115754 | None | code05 | 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 1.00 HP per 0.75kW 12 STG | Each | 15241.8 | 15241.8 | 8.0 | False | None | None | False | None | False | 121934.4 | 0 | | 3313596 | 115754 | 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 13.6.35.00 hp per 3.7 kw 30 stg I no 13.10.2 | Each | 29305.5 | 29305.5 | 1.0 | False | None | None | False | None | False | 29305.5 | 0 | | 3313597 | 115754 | 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 | m | 85.0 | 85.0 | 630.0 | False | None | None | False | None | False | 53550.0 | 0 | | 3313598 | 115754 | None | code08 | Supply and delivery at site brand new best make starteror 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 | 9.0 | False | None | None | False | None | False | 89775.0 | 0 | | 3313599 | 115754 | 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 | 9.0 | False | None | None | False | None | False | 13702.5 | 0 | | 3313600 | 115754 | 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 | 9.0 | False | None | None | False | None | False | 5197.5 | 0 | | 3313601 | 115754 | 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 | 9.0 | False | None | None | False | None | False | 10867.5 | 0 | | 3313602 | 115754 | 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 | m | 141.75 | 141.75 | 180.0 | False | None | None | False | None | False | 25515.0 | 0 | | 3313603 | 115754 | 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 | m | 198.45 | 198.45 | 480.0 | False | None | None | False | None | False | 95256.0 | 0 | | 3313604 | 115754 | None | code14 | 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, 90mm dia | m | 337.05 | 337.05 | 60.0 | False | None | None | False | None | False | 20223.0 | 0 | | 3313605 | 115754 | None | code15 | 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- iii SR 2023-24 P.No 12, I.No 2.19 | Cum | 591.15 | 591.15 | 4.275 | False | None | None | False | None | False | 2527.16625 | 0 | | 3313606 | 115754 | None | code16 | 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 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 | 40.7025 | False | None | None | False | None | False | 11197.25775 | 0 | | 3313607 | 115754 | None | code17 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite or trap or 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 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 | 3.375 | False | None | None | False | None | False | 18916.5375 | 0 | | 3313608 | 115754 | None | code18 | Appendix I -Additionalities for Formwork, Centering & Scaffolding. Vol-1 SR 2023-24 , Sl. No.1B ,P.No.111 - FOR PCC b. All other types | Cum | 168.15 | 168.15 | 3.375 | False | None | None | False | None | False | 567.50625 | 0 | | 3313609 | 115754 | None | code19 | 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 | 16.2 | False | None | None | False | None | False | 95443.11 | 0 | | 3313610 | 115754 | None | code20 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1-6 1 cement - 6 coarse sandVol- ii SR 2023-24 P.No 9 I.No 5.4 | Cum | 6708.45 | 6708.45 | 12.15 | False | None | None | False | None | False | 81507.6675 | 0 | | 3313611 | 115754 | None | code21 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite OR trap or 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 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 | 4.545 | False | None | None | False | None | False | 29669.07825 | 0 | | 3313612 | 115754 | None | code22 | Appendix I-Additionalities for Formwork, Centering & Scaffolding. Vol-1 SR 2023-24 , Sl. No.1B ,P.No.111 - FOR PCC b. All other types | Cum | 326.39 | 326.39 | 4.545 | False | None | None | False | None | False | 1483.44255 | 0 | | 3313613 | 115754 | None | code23 | Supply and delivery at site of brand new best make gate valve as per IS 778 or 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 | 9.0 | False | None | None | False | None | False | 11812.5 | 0 | | 3313614 | 115754 | None | code24 | 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 & height of 2.5 Mtr. With Wall thickness 65mm.Vol-5 SR 2023-24 , I no 10.6 ,P.No.116 | Each | 17221.05 | 17221.05 | 9.0 | False | None | None | False | None | False | 154989.45 | 0 | | 3313615 | 115754 | None | code25 | Erection and positioning of RCC Hume pipe pump house or 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 | 9.0 | False | None | None | False | None | False | 17784.9 | 0 | | 3313616 | 115754 | None | code26 | 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 ForCOMMON SCHEDULE OF RATES 2023-24 Volume - V PAGE NO 113 I NO 10.1.8 PVC PIPES 140 MM DIA ,6KG per SQCM &CLASS 3 | m | 613.2 | 613.2 | 54.0 | False | None | None | False | None | False | 33112.8 | 0 | | 3313617 | 115754 | None | code27 | Refilling available earth around trenches or 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 | 40.7 | False | None | None | False | None | False | 6837.6 | 0 | | 3313618 | 115754 | None | code28 | 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 | 9.0 | False | None | None | False | None | False | 61425.0 | 0 | | 3313619 | 115754 | None | code29 | 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 | 9.0 | False | None | None | False | None | False | 35437.5 | 0 | | 3313620 | 115754 | None | code30 | 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 | 18.0 | False | None | None | False | None | False | 5764.5 | 0 | | 3313621 | 115754 | None | code31 | 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 | m | 522.9 | 522.9 | 24.0 | False | None | None | False | None | False | 12549.6 | 0 | | 3313622 | 115754 | None | code32 | 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 | m | 276.15 | 276.15 | 12.0 | False | None | None | False | None | False | 3313.8 | 0 | | 3313623 | 115754 | None | code33 | 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 NO129FOR 40 MM DIA GI COLLAR | Each | 216.3 | 216.3 | 53.0 | False | None | None | False | None | False | 11463.9 | 0 | | 3313624 | 115754 | None | code34 | 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 | 53.0 | False | None | None | False | None | False | 5509.35 | 0 | | 3313625 | 115754 | None | code35 | 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 | 53.0 | False | None | None | False | None | False | 23317.35 | 0 | | 3313626 | 115754 | None | code36 | 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 | 53.0 | False | None | None | False | None | False | 10573.5 | 0 | | 3313627 | 115754 | None | code37 | 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 | 53.0 | False | None | None | False | None | False | 49417.2 | 0 | | 3313628 | 115754 | None | code38 | Providing Flush or 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 | 356.16 | False | None | None | False | None | False | 95361.84 | 0 | | 3313629 | 115754 | None | code39 | 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 per 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 | 856.851 | False | None | None | False | None | False | 47683.75815 | 0 | | 3313630 | 115754 | None | code40 | Distempering with 1st quality acrylic distemper ready mixed having VOC content less than 50 g per L of Lapproved manufacturer, of required shade and colour complete, as per manufacturers 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 | 856.851 | False | None | None | False | None | False | 71975.484 | 0 | | 3313631 | 115754 | None | code41 | Gescom Deposit Charges | No | 5000.0 | 5000.0 | 9.0 | False | None | None | False | None | False | 45000.0 | 0 |
| | 1718803263000 | 0 | None | None | Water supply/sewage lines | 15th fin 2023-24, PACKAGE 02 Laying of HDPE from Mallareddy house to Sidappa house cross and Mallayya house to Urdhu school road of Akkambavi area ward no 04, of Ballari city | 507844.17 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3313632 | 115755 | 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 | 21.825 | False | None | None | False | None | False | 12901.84875 | 0 | | 3313633 | 115755 | None | code02 | Earth work excavation for pipelines or 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 & 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& other appurtenances required to complete the work.. All kinds of soils. Depth upto 1.50 m DSR 2023-24 V- item no 1.6.1 SOR code Page no 8 | Cum | 508.2 | 508.2 | 157.14 | False | None | None | False | None | False | 79858.548 | 0 | | 3313634 | 115755 | None | code03 | 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 110mm dia., 6 kg per sqcm & class 3 PWD SR 23-24 VOLUME -5 . Item No. 10.1.7 Page No. | m | 431.55 | 431.55 | 40.0 | False | None | None | False | None | False | 17262.0 | 0 | | 3313635 | 115755 | None | code04 | 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 40-50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100 percent 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 & nuts and rubber insertions etc. but excluding earth work. For PN-10
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 V-5, For Suilce Valve of PN -10.0 and 80mm | No | 10912.65 | 10912.65 | 3.0 | False | None | None | False | None | False | 32737.95 | 0 | | 3313636 | 115755 | 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 40-50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100 percent 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 & nuts and rubber insertions etc. but excluding earth work. For PN-10
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 V-5, For Suilce Valve of PN - 10.0 and 100mm | No | 11428.2 | 11428.2 | 4.0 | False | None | None | False | None | False | 45712.8 | 0 | | 3313637 | 115755 | None | code06 | 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 9.1.4 VOLU-5 HDPE Grade PE80-PN6.0,110mm dia m | m | 492.45 | 492.45 | 291.0 | False | None | None | False | None | False | 143302.95 | 0 | | 3313638 | 115755 | None | code07 | 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 VOL-5 ITEM NO.9.17.1 PAGE NO 107 100 ID COUPLER - fitting for 100mm dia pipes Each | Each | 137.55 | 137.55 | 48.0 | False | None | None | False | None | False | 6602.4 | 0 | | 3313639 | 115755 | None | code08 | Refilling available earth around trenches or 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 DSR 2023-24 V - 1 item no1.10
page no.1 | Cum | 168.0 | 168.0 | 157.14 | False | None | None | False | None | False | 26399.52 | 0 | | 3313640 | 115755 | None | code09 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite or trap or 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 machinery, curing, and all the other app pwd sr vol 1 2.1.6 Mix 1-2-4 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6555.15 | 6555.15 | 21.825 | False | None | None | False | None | False | 143066.14875 | 0 |
| | 1718803263000 | 1 | None | None | Water supply/sewage lines | 15th fin 2023-24, PACKAGE 02, Laying of HDPE in Gujari Shetty shop and link roads of ward no 06, in Ballari city | 1015540.44 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3313641 | 115756 | 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 | 56.25 | False | None | None | False | None | False | 33252.1875 | 0 | | 3313642 | 115756 | None | code02 | Earth work excavation for pipelines or 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 & 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& other appurtenances required to complete the work.. All kinds of soils. Depth upto 1.50 m DSR 2023-24 V- item no 1.6.1 SOR code Page no 8 | Cum | 508.2 | 508.2 | 337.5 | False | None | None | False | None | False | 171517.5 | 0 | | 3313643 | 115756 | None | code03 | 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 110mm dia., 6 kg per sqcm & class 3 PWD SR 23-24 VOLUME -5 . Item No. 10.1.7 Page No. | m | 431.55 | 431.55 | 35.0 | False | None | None | False | None | False | 15104.25 | 0 | | 3313644 | 115756 | None | code04 | 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 40-50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100 percent 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 & nuts and rubber insertions etc. but excluding earth work. For PN-10
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 V-5, For Suilce Valve of PN -10.0 and 80mm | No | 10912.65 | 10912.65 | 8.0 | False | None | None | False | None | False | 87301.2 | 0 | | 3313645 | 115756 | 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 40-50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100 percent 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 & nuts and rubber insertions etc. but excluding earth work. For PN-10
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 V-5, For Suilce Valve of PN - 10.0 and 100mm | No | 11428.2 | 11428.2 | 2.0 | False | None | None | False | None | False | 22856.4 | 0 | | 3313646 | 115756 | None | code06 | 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 9.1.4 VOLU-5 HDPE Grade PE80-PN6.0,110mm dia m | m | 492.45 | 492.45 | 625.0 | False | None | None | False | None | False | 307781.25 | 0 | | 3313647 | 115756 | None | code07 | 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 VOL-5 ITEM NO.9.17.1 PAGE NO 107 100 ID COUPLER - fitting for 100mm dia pipes Each | Each | 137.55 | 137.55 | 100.0 | False | None | None | False | None | False | 13755.0 | 0 | | 3313648 | 115756 | None | code08 | Refilling available earth around trenches or 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 DSR 2023-24 V - 1 item no1.10
page no.1 | Cum | 168.0 | 168.0 | 337.5 | False | None | None | False | None | False | 56700.0 | 0 | | 3313649 | 115756 | None | code09 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite or trap or 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 machinery, curing, and all the other app pwd sr vol 1 2.1.6 Mix 1-2-4 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6555.15 | 6555.15 | 46.875 | False | None | None | False | None | False | 307272.65625 | 0 |
| | 1718803263000 | 0 | None | None | Water supply/sewage lines | 15th fin 2023-24, PACKAGE 02, Replacing of Old watersupply pipeline with HDPE pipeline in Garib Nawaz colony ward no 06, in Ballari city. | 423099.85 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3313650 | 115757 | 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 | 17.25 | False | None | None | False | None | False | 10197.3375 | 0 | | 3313651 | 115757 | None | code02 | Earth work excavation for pipelines or 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 & 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& other appurtenances required to complete the work.. All kinds of soils. Depth upto 1.50 m DSR 2023-24 V- item no 1.6.1 SOR code Page no 8 | Cum | 508.2 | 508.2 | 124.2 | False | None | None | False | None | False | 63118.44 | 0 | | 3313652 | 115757 | None | code03 | 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 110mm dia., 6 kg per sqcm & class 3 PWD SR 23-24 VOLUME -5 . Item No. 10.1.7 Page No. | m | 431.55 | 431.55 | 35.0 | False | None | None | False | None | False | 15104.25 | 0 | | 3313653 | 115757 | None | code04 | 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 40-50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100 percent 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 & nuts and rubber insertions etc. but excluding earth work. For PN-10
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 V-5, For Suilce Valve of PN -10.0 and 80mm | No | 10912.65 | 10912.65 | 4.0 | False | None | None | False | None | False | 43650.6 | 0 | | 3313654 | 115757 | 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 40-50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100 percent 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 & nuts and rubber insertions etc. but excluding earth work. For PN-10
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 V-5, For Suilce Valve of PN - 10.0 and 100mm | No | 11428.2 | 11428.2 | 1.0 | False | None | None | False | None | False | 11428.2 | 0 | | 3313655 | 115757 | None | code06 | 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 9.1.4 VOLU-5 HDPE Grade PE80-PN6.0,110mm dia m | m | 492.45 | 492.45 | 230.0 | False | None | None | False | None | False | 113263.5 | 0 | | 3313656 | 115757 | None | code07 | 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 VOL-5 ITEM NO.9.17.1 PAGE NO 107 100 ID COUPLER - fitting for 100mm dia pipes Each | Each | 137.55 | 137.55 | 30.0 | False | None | None | False | None | False | 4126.5 | 0 | | 3313657 | 115757 | None | code08 | Refilling available earth around trenches or 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 DSR 2023-24 V - 1 item no1.10
page no.1 | Cum | 168.0 | 168.0 | 124.2 | False | None | None | False | None | False | 20865.6 | 0 | | 3313658 | 115757 | None | code09 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite or trap or 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 machinery, curing, and all the other app pwd sr vol 1 2.1.6 Mix 1-2-4 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6555.15 | 6555.15 | 21.5625 | False | None | None | False | None | False | 141345.421875 | 0 |
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