3881706 | 149067 | None | code01 | Providing and supplying crystalline integral concrete waterproofing admixture that waterproofs concrete by forming crystals deep in the pores capillaries and microcracks of the concrete self-seal waterproofing compound to bridge shrinkage cracks upto 0.5mm in width & resist hydro-static pressure upto 16bar for both positive & negative pressure confirming to DIN 1048 part 5 for 56 reduction in depth of penetration against control resistance to chloride penetration confirming to ASTM C 1202 with 64 improvement against control and protecting steel re inforcement against corrosion mixed @ 1percent by weight of cementitious content in concrete. ie. integral crystaline waterproofing admix @ 0.5 kg/bag of cement. (For calculation purpose 320 kg of Cement for M-20 grade of Concrete is considered in the analysis) CSR V-2 2023-24 Pg 150 It 15.7 | Cum | 633.45 | 633.45 | 65.0 | False | None | None | False | None | False | 41174.25 | 0 |
3881707 | 149067 | None | code02 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete as per specifications and as per directions of Engineer in charge. CSR V-2 2023-24 Pg 51 It 8.57 | Sqm | 13.39 | 13.39 | 715.46 | False | None | None | False | None | False | 9580.0094 | 0 |
3881708 | 149067 | None | code03 | Applying priming coats with primer of approved brand and manufacture having low VOC(Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre as per specifications and as per directions of Engineer in charge. CSR V-2 2023-24 Pg 51 It 8.55.2 | Sqm | 54.59 | 54.59 | 415.0 | False | None | None | False | None | False | 22654.85 | 0 |
3881709 | 149067 | None | code04 | Distempering with 1st quality acrylic distemper(Ready mix) having VOC content less than 50 grams/ litre of approved brand and manufacture to give an even shadeOld work(one coats) as per specifications and as per directions of Engineer in charge. CSR V-2 2023-24 Pg 51 It 8.59 | Sqm | 48.41 | 48.41 | 301.46 | False | None | None | False | None | False | 14593.6786 | 0 |
3881710 | 149067 | None | code05 | Finishing walls with water proofing cement paint of required shade Old work (one coats applied @ 2.20 kg/10 Sqm) over priming coat of primer applied @ 0.80 l/10 Sqm complete including cost of Priming coat including preparing the surface after thoroughly cleaning the surface to remove all dirt dust and foreign matter cost of materials labour complete as per specifications and as per directions of Engineer-in-charge CSR V-2 2023-24 Pg 52 It 8.72.1 | Sqm | 89.61 | 89.61 | 415.0 | False | None | None | False | None | False | 37188.15 | 0 |
3881711 | 149067 | None | code06 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners all necessary fittings complete including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials labour usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. CSR V-2 2023-24 Pg 77 It 11.5.2 | Sqm | 4369.26 | 4369.26 | 2.52 | False | None | None | False | None | False | 11010.5352 | 0 |
3881712 | 149067 | None | code07 | Removing the old paint from steel and or other metal surface with paint remover of approved brand manufacturer cleaning and making surface even including cost of material labour complete as per specifications. CSR V-2 2023-24 Pg 203 It 20.61 | Sqm | 95.79 | 95.79 | 70.0 | False | None | None | False | None | False | 6705.3 | 0 |
3881713 | 149067 | None | code08 | Painting with aluminium paint of approved brand and manufacture to give an even shade. Two coats on new work including preparing the surface after thorougly cleaning oil grease dirt and foreign matter cost of materials labour complete as per specifications and as per directions of Engineer-in-charge. CSR V-2 2023-24 Pg 48 It 8.42 | Sqm | 111.24 | 111.24 | 70.0 | False | None | None | False | None | False | 7786.8 | 0 |
3881714 | 149067 | None | code09 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS 15622 (thickness to be specified by the manufacturer) of approved make in all colours shades except burgundy bottle green black of any size as approved by Engineer- in-Charge in skirting risers of steps and dados over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand) and jointing with grey cement slurry @ 3.3kg/sqm including pointing in white cement mixed with pigment of matching shade complete. CSR V-2 2023-24 Pg-71 Sl No. 10.14 | Sqm | 1139.18 | 1139.18 | 194.46 | False | None | None | False | None | False | 221524.9428 | 0 |
3881715 | 149067 | None | code10 | Repairs to plaster in patches of 2.5 m2 and less in walls ceilings 10 to 20mm thick in cement mortar 16 including cutting the patches in proper shape and replastering the surface of the wall including disposal of rubbish with a lead of 50m including curing cost of materials labour complete as per specification. CSR V-2 2023-24 Pg 206 It 20.90 | Sqm | 370.8 | 370.8 | 50.0 | False | None | None | False | None | False | 18540.0 | 0 |
3881716 | 149067 | None | code11 | Providing and laying Ductile Iron pipes of class conforming to IS 8329 2000 with latest amendments conveyiing to work site rolling and lowering into trenches laying true to line level and perfect linking at joints testing and commissioning including loading and unloading at both destinations cutting of pipes wherever necessary jointing with DI specials (excluding cost of specials) and rubber gaskets cleaning the socket and spigot end with soap solution applying soft soap to the socket and spigot ends before insertion of rubber gaskets jacking and fixing in perfect conditions etc. The cost to include soap solution soft soap waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note In sewerage projects for internal cement mortal lining(CML) of DI pipes if High Alumina Cement(HAC) as recommended in Annexure B clause 16.3 of IS 8329 2000 is considered in place of Slag or Sulphate Resistance Cement (SRC) the cost of pipes may be increased by 5-6 Perc from the prices listed. For DI K7 pipes CSR V-5 2023-24 Pg-51 It 4.1.2 | Mtr | 2076.48 | 2076.48 | 27.0 | False | None | None | False | None | False | 56064.96 | 0 |
3881717 | 149067 | None | code12 | 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 100Perc 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 2Orings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves T.P set galvanized bolts and nuts and rubber insertions etc. but excluding earth work. For 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.) For PN-10 CSR V-5 2023-24 Pg 22 It 2.23.4 | No | 18014.7 | 18014.7 | 2.0 | False | None | None | False | None | False | 36029.4 | 0 |
3881718 | 149067 | None | code13 | Supplying Laying and Jointing Cast Iron (CI) double flanged pipes true to line/hoisting of DIflanged pipe in position and aligning to correct plumb including cost of jointing materials conveying to work spot with all lead and lifts etc.complete. CSR V-5 2023-24 Pg 86 It 7.6.3 | No | 4952.24 | 4952.24 | 6.0 | False | None | None | False | None | False | 29713.44 | 0 |
3881719 | 149067 | None | code14 | Providing and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 124 vibrated post of 150x150mm at bottom and100x150mm at top placed at 2 Mtrs. intervals for a height of 750mm including curing painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. CSR V-5 2023-24 Pg-87 It-7.8 | Mtr | 1366.81 | 1366.81 | 18.0 | False | None | None | False | None | False | 24602.58 | 0 |
3881720 | 149067 | None | code15 | Providing PVC ringtite pipes conforming to IS 49852000 with latest amendments and conveying to worksite rolling and lowering into trenches laying true to line and level and perfect linking at joints testing and commissioning including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type with all labour with all lead and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS PVC pipes 110mm dia 6 kg/sqcm and class 3 CSR V-5 2023-24 Pg 113 It 10.1.7 | Mtr | 423.33 | 423.33 | 20.0 | False | None | None | False | None | False | 8466.6 | 0 |
3881721 | 149067 | None | code16 | Filter complex Tubular Rate of flow indicating meter MOCC PVC Float and Float chamber with encased Acrylic indicator pipe Calibrated for(SVISEW) | Nos | 22000.0 | 22000.0 | 1.0 | False | None | None | False | None | False | 22000.0 | 0 |
3881722 | 149067 | None | code17 | Tubular Loss of Head Guage indicating meter MOCC PVC Float and Float chamber with encased Acrylic indicator pipe Calibrated for(SVISEW) | Nos | 24000.0 | 24000.0 | 1.0 | False | None | None | False | None | False | 24000.0 | 0 |
3881723 | 149067 | None | code18 | A Providing and fixing of C I Head stocks and wheel set as per relevant IS with all allied accessories including jointing materials at the operating platform at exactly suitable locations as per the design and direction of the Engineer In Charge. B Providing and fixing of the MS spindles for the operation between the operating platform and Head stock or Control Valves in the filter house etc including all allied works etccomplete as per the direction of the Engineer in charge. | Nos | 18000.0 | 18000.0 | 4.0 | False | None | None | False | None | False | 72000.0 | 0 |
3881724 | 149067 | None | code19 | Rate of Controller Repairs New Float GI pipes Specials | Set | 40000.0 | 40000.0 | 1.0 | False | None | None | False | None | False | 40000.0 | 0 |
3881725 | 149067 | None | code20 | Raw water Flow meter | Nos | 29000.0 | 29000.0 | 1.0 | False | None | None | False | None | False | 29000.0 | 0 |
3881726 | 149067 | None | code21 | Floculator Zone Supplying erection and commissionging of new reduction gear box(Helical gear box with suitable HP 4 RPM output model flange vertical type gear oil filled) and Electrical AC motor 2 HP suitable for above gear box 40mm dia SS shaft and making couping arrangements and fixing the same to gear box unit and providing SS flat of 6mm thick 100mm wide paddles and 2 mtrs or suitable height with required bolt nuts and washers. | Nos | 255000.0 | 255000.0 | 1.0 | False | None | None | False | None | False | 255000.0 | 0 |
3881727 | 149067 | None | code22 | Electro Mechanical and repair works at WTP FLASH MIXER Supplying erection and commissioning of new reduction gear box(with suitable HP 100 RPM output model 23.1 kh flange vertical type gear oil filled hollow input 71 frame flange B5 with coupling fitted to O/P shaft) and Electrical AC motor(suitable Hp 4 pole flange B5 type motor 3 phase 415 VAC 50 Hz suitable for above gear box with required 20mm stainless steel shaft and mixing paddles with bottom pivot as per specification etc complete with all lead and lift as directed by the Engineer in charge. | Job | 60000.0 | 60000.0 | 1.0 | False | None | None | False | None | False | 60000.0 | 0 |
3881728 | 149067 | None | code23 | ALUM SOLUTION TANK Supplying erection and commissioning of new reduction gear box(with suitable HP.100 RPM output model 23.1 kh flange vi type gear oil filled hollow input 71 frame flange B5 with coupling fitted to O/P shaft) and Electrical AC motor(suitable Hp4 pole flange B5 type motor 3 phase 415 VAC50 Hz suitable for above gear box with the required 20mm stainless steel shaft and mixing paddles with bottom pivot as per specification etc complete with all lead and lift as directed by the Engineer-in-charge | Job | 58000.0 | 58000.0 | 3.0 | False | None | None | False | None | False | 174000.0 | 0 |
3881729 | 149067 | None | code24 | Manufacturing providing trasporting rolling lowering laying jointing and testing and commissioning of MS specials of minimum 8mm thick such as bends tail pieces reduces etc. conforming to IS-73221985 with latest amendments and including perfect linking and welding of joints to correct position includng cost and conveyance of materials with all lead and lifts cost all labour and giving satisfactory hydraulic test as per IS35892001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications with inside lining two coat of food grade epoxy painting of approved make with Each coat of 250 micron thick (after dry) over one coat of food grade epoxy primer of approved make with minium of 50 micron thick (after dry) and outside 25mm thick coating in CM 13 by providing 50x50mm weld mesh including loading and unloading of the pipes for the following category to suit PSC/MS/CI/AC/DI/PVC pipes. The weight of MS shell only by considered before lining and coating for arriving at the rate. The thickness of plate will be specified by the engineer. (Contractor will make his own arrangements for procuring water for testing | Kg | 175.1 | 175.1 | 500.0 | False | None | None | False | None | False | 87550.0 | 0 |
3881730 | 149067 | None | code25 | Electrical work supply and fixing required capacity new DP starters for Alum solution tank flocculator flash mixer motor units. | Job | 50000.0 | 50000.0 | 1.0 | False | None | None | False | None | False | 50000.0 | 0 |
3881731 | 149067 | None | code26 | Replacement of valves of filter house 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 100Perc 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 2Orings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves T.P set galvanized bolts and nuts and rubber insertions etc. but excluding earth work. For PN-10PN-16 CSR V-5 2023-24 Pg 22 It-2.24.150 mm dia | Nos | 21784.5 | 21784.5 | 1.0 | False | None | None | False | None | False | 21784.5 | 0 |
3881732 | 149067 | None | code27 | Replacement of valves of filter house 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 100Perc 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 2Orings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves T.P set galvanized bolts and nuts and rubber insertions etc. but excluding earth work. For 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.) For PN-16 CSR V-5 2023-24 Pg 22 It-2.24.200 mm dia | Nos | 34027.08 | 34027.08 | 2.0 | False | None | None | False | None | False | 68054.16 | 0 |
3881733 | 149067 | None | code28 | Filter media Supplying and placing in position the cleaned Filter media for the filter house of suitable size as per the CPHEEO Guidelines and relevent IS specifications. with all lead and lift etc complete as per the direction of the Engineer-In-Charge. The size of media and depth of layers to be filled should be as shown below from top to bottom. | Cum | 22000.0 | 22000.0 | 20.0 | False | None | None | False | None | False | 440000.0 | 0 |
3881734 | 149067 | None | code29 | Chlorinator PVC Pipe line and valves specals fittings and servicing | Job | 15000.0 | 15000.0 | 1.0 | False | None | None | False | None | False | 15000.0 | 0 |
3881735 | 149067 | None | code30 | Supply of new chlorine gas container of 900kg (Tonner) capacity (Market Rate) | Nos | 138000.0 | 138000.0 | 1.0 | False | None | None | False | None | False | 138000.0 | 0 |
3881736 | 149067 | None | code31 | Alum Solution to Raw water channel PVC Pipe line Valves and specals | Job | 20000.0 | 20000.0 | 1.0 | False | None | None | False | None | False | 20000.0 | 0 |
3881737 | 149067 | None | code32 | Removing and replacing of existing pipe gallery with 110mm dia UPVC pipes (10kg/cm2) in filter bed | Job | 50000.0 | 50000.0 | 1.0 | False | None | None | False | None | False | 50000.0 | 0 |
3881738 | 149067 | None | code33 | Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work CSR V-1 2023-24 Pg-10It-1.14 1.15 and 1.21.5 In all kinds of soils (70Perc) | Cum | 108.13 | 108.13 | 51.66 | False | None | None | False | None | False | 5585.9958 | 0 |
3881739 | 149067 | None | code34 | Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work CSR V-1 2023-24 Pg-10It-1.14 1.15 and 1.21.5 In ordinary/soft rock without blasting (20 percet) | Cum | 385.23 | 385.23 | 14.76 | False | None | None | False | None | False | 5685.9948 | 0 |
3881740 | 149067 | None | code35 | Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work CSR V-1 2023-24 Pg-10It-1.14 1.15 and 1.21.5. Hard rock (blasting prohibited) (10percent) | Cum | 1357.75 | 1357.75 | 7.38 | False | None | None | False | None | False | 10020.195 | 0 |
3881741 | 149067 | None | code36 | Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work CSR V-1 2023-24 Pg-10It-1.14 1.15 and 1.21.5. In all kinds of soils (60percent) | Cum | 108.13 | 108.13 | 33.948 | False | None | None | False | None | False | 3670.79724 | 0 |
3881742 | 149067 | None | code37 | Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work CSR V-1 2023-24 Pg-10It-1.14 1.15 and 1.21.5. In ordinary/soft rock without blasting (25) | Cum | 457.76 | 457.76 | 14.145 | False | None | None | False | None | False | 6475.0152 | 0 |
3881743 | 149067 | None | code38 | Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work CSR V-1 2023-24 Pg-10It-1.14 1.15 and 1.21.5. Hard rock (blasting prohibited) (15Percent) | Cum | 1499.68 | 1499.68 | 8.487 | False | None | None | False | None | False | 12727.78416 | 0 |
3881744 | 149067 | None | code39 | Providing Coffer dam to divert the water during the construction of retaining wall at impound reservoir the job includes arrangement of coffer dam including men and material with all lead and lifts and transportation and as directed by the engineer. CSR V-1 2021-22 Pg 34 Sl No 1166 | Cum | 2843.83 | 2843.83 | 19.56 | False | None | None | False | None | False | 55625.3148 | 0 |
3881745 | 149067 | None | code40 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed laid in layers not exceeding 150 mm thickness well compacted using plate vibrators including all lead and lifts cost of all materials of quality labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications. Mix 136 Using 20 mm nominal size graded crushed coarse aggregates CSR V-1 2023-24 Pg 15 It 2.1.4 | Cum | 6403.51 | 6403.51 | 5.95 | False | None | None | False | None | False | 38100.8845 | 0 |
3881746 | 149067 | None | code41 | Providing and laying in Cement Concrete for all Basement and surface level works return walls retaining walls sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators providing weep holes wherever necessary including all lead and lifts cost of all materials of quality labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates CSR V-1 2023-24 Pg 15 It-2.3.1 | Cum | 7163.96 | 7163.96 | 17.53 | False | None | None | False | None | False | 125584.2188 | 0 |
3881747 | 149067 | None | code42 | Providing and laying in Cement Concrete for all Basement and surface level works return walls retaining walls sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators providing weep holes wherever necessary including all lead and lifts cost of all materials of quality labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates CSR V-1 2023-24 Pg 16 It 2.3.3 | Cum | 7483.47 | 7483.47 | 28.29 | False | None | None | False | None | False | 211707.3663 | 0 |
3881748 | 149067 | None | code43 | Supplying fitting and placing TMT FE 550/550D Steel Reinforcement including cost of all materials machinery labour cleaning straightening cutting bending hooking laping/welding joints tying with binding wire/soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. CSR V-1 2023-24 Pg 18 It 2.11.h | MT | 81381.33 | 81381.33 | 4.58 | False | None | None | False | None | False | 372726.4914 | 0 |
3881749 | 149067 | None | code44 | 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. CSR V-I 2023-24 Pg 7 It 1.10 | Cum | 164.8 | 164.8 | 130.38 | False | None | None | False | None | False | 21486.624 | 0 |
3881750 | 149067 | None | code45 | 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 CSR V-3 2023-24 Pg 129 It 14.4 | Cum | 1969.36 | 1969.36 | 2.7 | False | None | None | False | None | False | 5317.272 | 0 |
3881751 | 149067 | None | code46 | Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work CSR Vol-1 2023-24 Pg-8It-1.14.In all kinds of soils (80percent) | Cum | 105.06 | 105.06 | 7.02 | False | None | None | False | None | False | 737.5212 | 0 |
3881752 | 149067 | None | code47 | Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work CSR Vol-1 2023-24 Pg-8It-1.14.In ordinary/soft rock without blasting (15Percent) | Cum | 373.89 | 373.89 | 3.24 | False | None | None | False | None | False | 1211.4036 | 0 |
3881753 | 149067 | None | code48 | Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work CSR Vol-1 2023-24 Pg-8It-1.14 Hard rock (blasting prohibited) (5Percent) | Cum | 1044.42 | 1044.42 | 0.54 | False | None | None | False | None | False | 563.9868 | 0 |
3881754 | 149067 | None | code49 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed laid in layers not exceeding 150 mm thickness well compacted using plate vibrators including all lead and lifts cost of all materials of quality labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications. Mix 148 Using 40 mm nominal size graded crushed coarse aggregates CSR V-1 2023-24 Pg 15 It 2.1.2 | Cum | 5833.92 | 5833.92 | 1.8 | False | None | None | False | None | False | 10501.056 | 0 |
3881755 | 149067 | None | code50 | Providing Size Stone masonry with hard stone in foundation and plinth with Cement mortar 16 (1 cement6 coarse sand) CSR V-2 2023-24 Pg 9 It 5.4 | Cum | 6580.67 | 6580.67 | 17.1 | False | None | None | False | None | False | 112529.457 | 0 |
3881756 | 149067 | None | code51 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed laid in layers not exceeding 150 mm thickness well compacted using plate vibrators including all lead and lifts cost of all materials of quality labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications. Mix 136 Using 20 mm nominal size graded crushed coarse aggregates CSR V-1-2023-24 Pg-15 It-2.1.4 | Cum | 6403.51 | 6403.51 | 1.8 | False | None | None | False | None | False | 11526.318 | 0 |
3881757 | 149067 | None | code52 | Providing Flush/ Ruled pointing Pointing on stone work with cement mortar 1:3 (1 cement3 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. CSR V-2 2023-24 Pg 44 It 8.19.1 | Sqm | 262.65 | 262.65 | 6.0 | False | None | None | False | None | False | 1575.9 | 0 |
3881758 | 149067 | None | code53 | Supplying at site Angle iron post and strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. 2 equal angles of 65x65x6 mm welded together (excluding cost of earthwork and concrete) Weight per meter for 2x65x65x6 size equal to 5.8 kg CSR Vol-2 2023-24 Pg 95 It 11.57.2 | Kgs | 116.39 | 116.39 | 464.0 | False | None | None | False | None | False | 54004.96 | 0 |
3881759 | 149067 | None | code54 | Providing and fixing Steel work welded in built up sections/ framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings frames guard bar ladder railings brackets gates and similar works including cost of materials labour usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. CSR Vol-2 2023-24 Pg 84 It 11.25.2 | Kgs | 140.08 | 140.08 | 880.11 | False | None | None | False | None | False | 123285.8088 | 0 |
3881760 | 149067 | None | code55 | Providing and fixing Steel work in built up tubular (round square or rectangular hollow tubes etc.) trusses etc including cutting hoisting fixing in position and applying a priming coat of approved steel primer including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials labour usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. CSR Vol-2 2023-24 Pg 82 It 11.16.1 | Kgs | 140.08 | 140.08 | 200.0 | False | None | None | False | None | False | 28016.0 | 0 |