| 1719555393000 | 0 | None | None | Other Works | Construction of LC-Tank at shed and LC-Tank at Sanitory Landfill and Landfill site and Pond and Drilling Of Borewells at SWM Site in Kukanoor TP | 4366543.21 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3393420 | 119602 | None | code001 | Earth work excavation for Foundation by mechanical means In all kinds of soils Depth upto 3 m for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work | Cum | 107.1 | 107.1 | 2820.6 | False | None | None | False | None | False | 302086.26 | 0 | | 3393421 | 119602 | None | code002 | Supplying and providing Geosynthetic clay liner laying, anchoring in the trench, seaming, and testing complete as given in general specification complete to form an impervious barrier. The minimum width of the Liner shall be 4.9M. GCL must be anchored within the anchor trench and backfilling, compaction complete at the bottom portion. Rate to include the necessary lap for joining, wastage, and testing including bentonite powder at joints, etc. complete. Measurement will be made as per the finished surface area. GCL in the anchor trench will be taken in measurement. | Sqm | 210.0 | 210.0 | 1955.0 | False | None | None | False | None | False | 410550.0 | 0 | | 3393422 | 119602 | None | code003 | Supply and installation of 1.5 mm thick HDPE smooth Geo - membrane Liner by blown / Flat die cast process as per list of companies approved in the detail specifications, laying, anchoring in trench, seaming testing complete as per given specification complete to form an impervious barrier . min width of liner shall be 5 M. Geo - membrane must be anchored with in anchor trench including excavation of trench and backfilling compaction complete, at bottom portion. Rate to be include the necessary lap for jointing, wastage testing and extrusion rods complete. Measurement will be made as per finished surface. Linear in the anchor trench will be taken in measurement. | Sqm | 273.0 | 273.0 | 1955.0 | False | None | None | False | None | False | 533715.0 | 0 | | 3393423 | 119602 | None | code004 | Providing and laying 20mm graded coarse aggregates / pebble stones ( for filter bed) as per drawing, specification with all leads and lifts complete etc. as directed by the Enginner. The rate includes cost of material, transportation, laying and compacting with all labour etc.(for drainage layers) | Cum | 1399.65 | 1399.65 | 157.5 | False | None | None | False | None | False | 220444.875 | 0 | | 3393424 | 119602 | None | code005 | Supply & installation of Non-Woven Geotextile (GT) of 350/M2 made of polypropylene of TC Mirafi(USA) | Sqm | 322.35 | 322.35 | 555.36 | False | None | None | False | None | False | 179020.296 | 0 | | 3393425 | 119602 | None | code006 | Supplying and filling in plinth with sand under floors, the foundation of bridges including watering, ramming, consolidating, and dressing complete. | Cum | 2285.85 | 2285.85 | 171.2429 | False | None | None | False | None | False | 391435.582965 | 0 | | 3393426 | 119602 | None | code007 | Header Pipe :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 9.1.4 HDPE Grade PE80-PN6.0,110mm dia m 469 | m | 492.45 | 492.45 | 140.0 | False | None | None | False | None | False | 68943.0 | 0 | | 3393427 | 119602 | None | code008 | Header Pipe :Supplying and laying of 160mm confirmimng to IS 4984: 1955 with latest amendments & conveying to work site including lading & unloading at both destination & rolling, lowering into trenches, laying true to line & jointing of pipes & specials by electrofusion welding, including encasing the pipe around to a depth not less than 15cms with soft gravel or selected earth available from excavation etc. complete giving hydraulic test as per relevant ISS with all lead & lift including testing & commissioning. The rate is eclusive of required specials & fitting etc. complete NP 10(5% extra for perforation). | m | 1006.95 | 1006.95 | 65.0 | False | None | None | False | None | False | 65451.75 | 0 | | 3393428 | 119602 | None | code009 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 9.0 | False | None | None | False | None | False | 58750.65 | 0 | | 3393429 | 119602 | None | code010 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite / trap / basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 6336.00 | Cum | 6652.8 | 6652.8 | 30.5999 | False | None | None | False | None | False | 203575.01472 | 0 | | 3393430 | 119602 | None | code011 | Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specifications. ( As per CSR the rate shuttering is 3% of Rate of concrete) | Cum | 199.58 | 199.58 | 30.6 | False | None | None | False | None | False | 6107.148 | 0 | | 3393431 | 119602 | None | code012 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | MT | 93929.85 | 93929.85 | 1.8359 | False | None | None | False | None | False | 172445.811615 | 0 | | 3393432 | 119602 | None | code013 | 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 and
latest charge of work and latest amendments- 1.00 HP/0.75 KW - 18 | Each | 15680.0 | 15680.0 | 1.0 | False | None | None | False | None | False | 15680.0 | 0 | | 3393433 | 119602 | None | code014 | 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 | Each | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | | 3393434 | 119602 | None | code015 | 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 amendments. 1x3x2.5 m2 13.22.2 1x3x2.5 Sqm m 85 | Each | 89.25 | 89.25 | 150.0 | False | None | None | False | None | False | 13387.5 | 0 | | 3393435 | 119602 | None | code016 | 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:For Heavy Duty GI pipe: 11.3.6 Heavy Duty GI pipe of 50mm dia m 679 | m | 712.95 | 712.95 | 30.0 | False | None | None | False | None | False | 21388.5 | 0 | | 3393436 | 119602 | None | code017 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type. NOTE: 1) DOL- Direct Online Starter 2) S-D- Star Delta Starter for outdoor 13.23.1 Upto 3 HP pumps Each 6500 | Each | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | | 3393437 | 119602 | None | code018 | 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. | Each | 1522.5 | 1522.5 | 1.0 | False | None | None | False | None | False | 1522.5 | 0 | | 3393438 | 119602 | None | code019 | 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. | Kvar | 577.5 | 577.5 | 1.0 | False | None | None | False | None | False | 577.5 | 0 | | 3393439 | 119602 | None | code020 | 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. | Each | 1207.5 | 1207.5 | 1.0 | False | None | None | False | None | False | 1207.5 | 0 | | 3393440 | 119602 | None | code021 | 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. | Each | 1522.5 | 1522.5 | 1.0 | False | None | None | False | None | False | 1522.5 | 0 | | 3393441 | 119602 | None | code022 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work | Cum | 107.1 | 107.1 | 184.6771 | False | None | None | False | None | False | 19778.91741 | 0 | | 3393442 | 119602 | None | code023 | Providing and Laying Stone boulders 300mm( For Filter bed) as per drawing, specifications with all leads and lifts complete, etc. as directed by the engineer. The rate includes the cost of material, transportation, laying and compacting with all labour, etc. ( For drainage layers): | Cum | 700.35 | 700.35 | 10.4999 | False | None | None | False | None | False | 7353.604965 | 0 | | 3393443 | 119602 | None | code024 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A)Stone/Boulder | Cum | 2007.6 | 2007.6 | 12.532 | False | None | None | False | None | False | 25159.2432 | 0 | | 3393444 | 119602 | None | code025 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 0.39 | False | None | None | False | None | False | 2545.8615 | 0 | | 3393445 | 119602 | None | code026 | Providing and laying 20mm graded coarse aggregates / pebble stones ( for filter bed) as per drawing, specification with all leads and lifts complete etc. as directed by the Enginner. The rate includes cost of material, transportation, laying and compacting with all labour etc.(for drainage layers) | Cum | 1399.65 | 1399.65 | 7.1999 | False | None | None | False | None | False | 10077.340035 | 0 | | 3393446 | 119602 | None | code027 | Geophysical investigation at site for sinking borewells for supplying 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&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 - 15%, b) Above 30 M - 30% (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. | Each | 5552.4 | 5552.4 | 4.0 | False | None | None | False | None | False | 22209.6 | 0 | | 3393447 | 119602 | None | code028 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) Borewell depth of 0 to 50 m | Mtr | 304.5 | 304.5 | 200.0 | False | None | None | False | None | False | 60900.0 | 0 | | 3393448 | 119602 | None | code029 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) Borewell depth of 50 to 100 m | Mtr | 388.5 | 388.5 | 200.0 | False | None | None | False | None | False | 77700.0 | 0 | | 3393449 | 119602 | None | code030 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) Borewell depth of 50 to 100 m | Mtr | 487.2 | 487.2 | 200.0 | False | None | None | False | None | False | 97440.0 | 0 | | 3393450 | 119602 | None | code031 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 160mm dia., 6 kg/sqcm & class 3 10.1.9 PVC pipes 160mm dia., 6 kg/sqcm & class 3 m 618 | Mtr | 648.9 | 648.9 | 24.0 | False | None | None | False | None | False | 15573.6 | 0 | | 3393451 | 119602 | None | code032 | Providing,supplying to work site, Submersible Pump Set of 150mm dia
suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl
& Impeller with Low volt Motor as per specifications,as per necessary
ammendments and instructions of engineer incharge of work. For 13.13.5 5.00 HP - 120 LPM @ 88 m = 14 STG Outlet Dia - 2.00" Each 30819 | Each | 32359.95 | 32359.95 | 2.0 | False | None | None | False | None | False | 64719.9 | 0 | | 3393452 | 119602 | None | code033 | 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. | Job | 6825.0 | 6825.0 | 2.0 | False | None | None | False | None | False | 13650.0 | 0 | | 3393453 | 119602 | None | code034 | 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 amendments. 1x3x2.5 m2 | Mtr | 89.25 | 89.25 | 400.0 | False | None | None | False | None | False | 35700.0 | 0 | | 3393454 | 119602 | None | code035 | 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:For Heavy Duty GI pipe: 11.3.6 Heavy Duty GI pipe of 50mm dia m 679 | Mtr | 712.95 | 712.95 | 220.0 | False | None | None | False | None | False | 156849.0 | 0 | | 3393455 | 119602 | None | code036 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type. NOTE: 1) DOL- Direct Online Starter 2) S-D- Star Delta Starter for outdoor Upto 6 HP pumps 13.23.2 3 to 6 HP pumps Each 9550 | Each | 10027.5 | 10027.5 | 2.0 | False | None | None | False | None | False | 20055.0 | 0 | | 3393456 | 119602 | None | code037 | 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. | Job | 1522.5 | 1522.5 | 2.0 | False | None | None | False | None | False | 3045.0 | 0 | | 3393457 | 119602 | None | code038 | 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. | Kvar | 577.5 | 577.5 | 2.0 | False | None | None | False | None | False | 1155.0 | 0 | | 3393458 | 119602 | None | code039 | 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. | Each | 1207.5 | 1207.5 | 2.0 | False | None | None | False | None | False | 2415.0 | 0 | | 3393459 | 119602 | None | code040 | 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. | Job | 1522.5 | 1522.5 | 2.0 | False | None | None | False | None | False | 3045.0 | 0 | | 3393460 | 119602 | None | code041 | 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. All kinds of soils. | Cum | 508.2 | 508.2 | 135.0 | False | None | None | False | None | False | 68607.0 | 0 | | 3393461 | 119602 | None | code042 | Supplying, 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.Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 : HDPE Grade PE80-PN6.0, 63mm dia | Mtr | 198.45 | 198.45 | 395.0 | False | None | None | False | None | False | 78387.75 | 0 | | 3393462 | 119602 | None | code043 | 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 (Valume-1, P.No. 7, I.No. 1.10) | Cum | 168.0 | 168.0 | 135.0 | False | None | None | False | None | False | 22680.0 | 0 | | 3393463 | 119602 | None | code044 | 5.21 Supplying,fixingandwiringearthleakagerelaywithcorebalancedcurrent transformersuitableforsinglephase50HzACwithlatestmicrocontrollerbased,digitalreadoutofpercentageleakagecurrent,programmabledelay/auto/manualresetfacilitysuitabletomountonDIN rail/ flush mounting on panel board.
Each 9255.00 | Each | 9255.0 | 9255.0 | 2.0 | False | None | None | False | None | False | 18510.0 | 0 | | 3393464 | 119602 | None | code045 | Earth work excavation for Foundation by mechanical means In all kinds of soils Depth upto 3 m for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work | Cum | 107.1 | 107.1 | 101.97 | False | None | None | False | None | False | 10920.987 | 0 | | 3393465 | 119602 | None | code046 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 7.85 | False | None | None | False | None | False | 51243.6225 | 0 | | 3393466 | 119602 | None | code047 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite / trap / basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates. | Cum | 6601.35 | 6601.35 | 30.52 | False | None | None | False | None | False | 201473.202 | 0 | | 3393467 | 119602 | None | code048 | Providing and removing centering, shutting, strutting, propping etc., for Foundation cost of all materials, labour complete as per specifications. Specification ( As per CSR the rate shuttering is 8% of RAte of concrete) | Cum | 528.1 | 528.1 | 9.6 | False | None | None | False | None | False | 5069.76 | 0 | | 3393468 | 119602 | None | code049 | Providing and removing centering, shutting, strutting, propping etc., for Retaining wall cost of all materials, labour complete as per specifications. Specification ( As per CSR the rate shuttering is 10% of RAte of concrete) | Cum | 660.13 | 660.13 | 11.2 | False | None | None | False | None | False | 7393.456 | 0 | | 3393469 | 119602 | None | code050 | Providing and removing centering, shutting, strutting, propping etc., for Slab cost of all materials, labour complete as per specifications. Specification ( As per CSR the rate shuttering is 50% of RAte of concrete) | Cum | 3300.67 | 3300.67 | 9.6 | False | None | None | False | None | False | 31686.432 | 0 | | 3393470 | 119602 | None | code051 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | MT | 93929.85 | 93929.85 | 3.3 | False | None | None | False | None | False | 309968.505 | 0 | | 3393471 | 119602 | None | code052 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 331.5 | 331.5 | 162.5 | False | None | None | False | None | False | 53868.75 | 0 | | 3393472 | 119602 | None | code053 | Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge | Sqm | 532.35 | 532.35 | 162.5 | False | None | None | False | None | False | 86506.875 | 0 | | 3393473 | 119602 | None | code054 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using
sight rails & bonding rods at every 100 mm wherever necessary as directed,
removal of stumps and other deleterious matter, dressing of sides and levelling
the bottom of trench to the extent required , utilising the available excavated
earth locally for the work etc., and all other appurtenances complete in the
following strata. 1.17.1 All kinds of soils. Depth upto 1.50 m 262.00 | Cum | 275.1 | 275.1 | 1.62 | False | None | None | False | None | False | 445.662 | 0 | | 3393474 | 119602 | None | code055 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5604.9 | 5604.9 | 0.27 | False | None | None | False | None | False | 1513.323 | 0 | | 3393475 | 119602 | None | code056 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 110mm dia., 6 kg/sqcm & class 3 | Mtr | 431.55 | 431.55 | 6.0 | False | None | None | False | None | False | 2589.3 | 0 | | 3393476 | 119602 | None | code057 | Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coat with black Japan paint etc. complete as directed by the engineer-in-charge. SOR CODE - V010C | Each | 2060.1 | 2060.1 | 1.0 | False | None | None | False | None | False | 2060.1 | 0 | | 3393477 | 119602 | None | code058 | Earth work excavation for Foundation by mechanical means In all kinds of soils Depth upto 3 m for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work | Cum | 107.1 | 107.1 | 6.9825 | False | None | None | False | None | False | 747.82575 | 0 | | 3393478 | 119602 | None | code059 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 0.399 | False | None | None | False | None | False | 2604.61215 | 0 | | 3393479 | 119602 | None | code060 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite / trap / basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates. | Cum | 6652.8 | 6652.8 | 3.24 | False | None | None | False | None | False | 21555.072 | 0 | | 3393480 | 119602 | None | code061 | Providing and removing centering, shutting, strutting, propping etc., for Foundation cost of all materials, labour complete as per specifications. Specification ( As per CSR the rate shuttering is 8% of RAte of concrete) | Sqm | 532.22 | 532.22 | 0.56 | False | None | None | False | None | False | 298.0432 | 0 | | 3393481 | 119602 | None | code062 | Providing and removing centering, shutting, strutting, propping etc., for Retaining wall cost of all materials, labour complete as per specifications. Specification ( As per CSR the rate shuttering is 10% of RAte of concrete) | Cum | 665.28 | 665.28 | 2.1 | False | None | None | False | None | False | 1397.088 | 0 | | 3393482 | 119602 | None | code063 | Providing and removing centering, shutting, strutting, propping etc., for Slab cost of all materials, labour complete as per specifications. Specification ( As per CSR the rate shuttering is 50% of RAte of concrete) | Sqm | 3326.4 | 3326.4 | 0.54 | False | None | None | False | None | False | 1796.256 | 0 | | 3393483 | 119602 | None | code064 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | Cum | 93929.85 | 93929.85 | 0.35 | False | None | None | False | None | False | 32875.4475 | 0 | | 3393484 | 119602 | None | code065 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Cum | 331.5 | 331.5 | 31.99 | False | None | None | False | None | False | 10604.685 | 0 | | 3393485 | 119602 | None | code066 | Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge | Cum | 531.3 | 531.3 | 31.99 | False | None | None | False | None | False | 16996.287 | 0 | | 3393486 | 119602 | None | code067 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5604.9 | 5604.9 | 0.33 | False | None | None | False | None | False | 1849.617 | 0 | | 3393487 | 119602 | None | code068 | Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coat with black Japan paint etc. complete as directed by the engineer-in-charge. SOR CODE - V010C | Cum | 2060.1 | 2060.1 | 1.0 | False | None | None | False | None | False | 2060.1 | 0 |
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