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| Sl. No. | Item Description |
| 1 | Construction of Sports Complex at CSJM University, Kanpur (U.P.) |
| 2 | RCC DRAIN |
| 3 | DRAIN - 300 |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8(1 Cement:4 coarsesand(zone-III) derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 6 | Providingandlayinginpositionreadymixedorsite batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregatederivedfromnaturalsources,Portland Pozzolana/OrdinaryPortland/PortlandSlag cement, admixtures in recommended proportions as per IS: 9103 toaccelerate/retardsettingofconcrete,toimprove durabilityandworkabilitywithoutimpairingstrength; includingpumpingofconcretetositeoflaying,curing, carriagefor allleads;butexcludingthecostof centering, shuttering, finishing and reinforcement as per directionoftheengineer-in-charge;forthefollowing grades of concrete. Note: Extra cement up to 10% of the minimum specified cementcontentindesignmixshallbepayable separately. In case thecementcontentin designmix is more than 1.10 times of the specified minimum cement content,thecontractorshallhavediscretiontoeither re-design the mix or bear the cost of extra cement. All works upto plinth level ConcreteofM25gradewithminimumcementcontent of 330 kg /cum |
| 7 | Steel reinforcement for R.C.C. work including straightening,cutting,bending,placinginpositionand binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 8 | Centeringandshutteringincludingstrutting, propping etc. and removal of form for : Walls(anythickness)includingattachedpilasters, butteresses, plinth and string courses etc. |
| 9 | 12mmcementplasterfinishedwithafloatingcoatof neat cement of mix : 1:4 (1 cement: 4 coarse sand) |
| 10 | ProvidingandfixingfactorymadeprecastRCC perforated drain covers, having concrete of strength not lessthanM-25,ofsize1000x450x50mm,reinforced with8mmdiafournoslongitudinal&9noscross sectionalT.M.T.hoopbars,includingproviding50mm dia perforations @ 100 to 125 mm c/c, including providingedgebindingwithM.S.flatsofsize50mmx1.6mmcomplete,allasperdirectionofEngineerin- charge. |
| 11 | DRAIN - 450 |
| 12 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 13 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement: 4coarse sand (zone-III) derived from naturalsources:8 graded stoneaggregate 40 mm nominal size derived from natural sources) |
| 14 | Providingandlayinginpositionreadymixedorsite batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregatederivedfromnaturalsources,Portland Pozzolana/OrdinaryPortland/PortlandSlag cement, admixtures in recommended proportions as per IS: 9103 toaccelerate/retardsettingofconcrete,toimprove durabilityandworkabilitywithoutimpairingstrength; includingpumpingofconcretetositeoflaying,curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per directionoftheengineer-in-charge;forthefollowing grades of concrete. Note: Extra cement up to 10% of the minimum specified cementcontentindesignmixshallbepayable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content,thecontractorshallhavediscretiontoeither re-design the mix or bear the cost of extra cement. All works upto plinth level Concreteof M25gradewithminimum cementcontent of 330 kg /cum |
| 15 | Steel reinforcement for R.C.C. work including straightening,cutting,bending,placinginpositionand binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 16 | Centeringandshutteringincludingstrutting, propping etc. and removal of form for : Walls(anythickness)includingattachedpilasters, butteresses, plinth and string courses etc. |
| 17 | 12mmcementplasterfinishedwithafloatingcoatof neat cement of mix : 1:4 (1 cement: 4 coarse sand) |
| 18 | ProvidingandfixingfactorymadeprecastRCC perforated drain covers, having concrete of strength not lessthanM-25,ofsize1000x450x50mm,reinforced with8mmdiafournoslongitudinal&9noscross sectionalT.M.T.hoopbars,includingproviding50mm dia perforations @ 100 to 125 mm c/c, including providing edgebindingwithM.S.flatsofsize50mmx 1.6mmcomplete,allasperdirectionofEngineerin- charge. |
| 19 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 20 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement: 4coarse sand (zone-III) derived from naturalsources:8 graded stoneaggregate 40 mm nominal size derived from natural sources) |
| 21 | Providingandlayinginpositionreadymixedorsite batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregatederivedfromnaturalsources,Portland Pozzolana/OrdinaryPortland/PortlandSlag cement, admixtures in recommended proportions as per IS: 9103 toaccelerate/retardsettingofconcrete,toimprove durabilityandworkabilitywithoutimpairingstrength; includingpumpingofconcretetositeoflaying,curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per directionoftheengineer-in-charge;forthefollowing grades of concrete. Note: Extra cement up to 10% of the minimum specified cementcontentindesignmixshallbepayable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content,thecontractorshallhavediscretiontoeither re-design the mix or bear the cost of extra cement. All works upto plinth level Concreteof M25gradewithminimum cementcontent of 330 kg /cum |
| 22 | Steel reinforcement for R.C.C. work including straightening,cutting,bending,placinginpositionand binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 23 | Centeringandshutteringincludingstrutting, propping etc. and removal of form for : Walls(anythickness)includingattachedpilasters, butteresses, plinth and string courses etc. |
| 24 | 12mmcementplasterfinishedwithafloatingcoatof neat cement of mix : 1:4 (1 cement: 4 coarse sand) |
| 25 | ProvidingandfixingfactorymadeprecastRCC perforated drain covers, having concrete of strength not lessthanM-25,ofsize1000x450x50mm,reinforced with8mmdiafournoslongitudinal&9noscross sectionalT.M.T.hoopbars,includingproviding50mm dia perforations @ 100 to 125 mm c/c, including providing edgebindingwithM.S.flatsofsize50mmx 1.6mmcomplete,allasperdirectionofEngineerin- charge. |
| 26 | DRAIN- 600 |
| 27 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 28 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement: 4coarse sand (zone-III) derived from naturalsources:8 graded stoneaggregate 40 mm nominal size derived from natural sources) |
| 29 | Providingandlayinginpositionreadymixedorsite batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregatederivedfromnaturalsources,Portland Pozzolana/OrdinaryPortland/PortlandSlag cement, admixtures in recommended proportions as per IS: 9103 toaccelerate/retardsettingofconcrete,toimprove durabilityandworkabilitywithoutimpairingstrength; includingpumpingofconcretetositeoflaying,curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per directionoftheengineer-in-charge;forthefollowing grades of concrete. Note: Extra cement up to 10% of the minimum specified cementcontentindesignmixshallbepayable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content,thecontractorshallhavediscretiontoeither re-design the mix or bear the cost of extra cement. All works upto plinth level Concreteof M25gradewithminimum cementcontent of 330 kg /cum |
| 30 | Steel reinforcement for R.C.C. work including straightening,cutting,bending,placinginpositionand binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 31 | Centeringandshutteringincludingstrutting, propping etc. and removal of form for : Walls(anythickness)includingattachedpilasters, butteresses, plinth and string courses etc. |
| 32 | 12mmcementplasterfinishedwithafloatingcoatof neat cement of mix : 1:4 (1 cement: 4 coarse sand) |
| 33 | ProvidingandfixingfactorymadeprecastRCC perforated drain covers, having concrete of strength not lessthanM-25,ofsize1000x450x50mm,reinforced with8mmdiafournoslongitudinal&9noscross sectionalT.M.T.hoopbars,includingproviding50mm dia perforations @ 100 to 125 mm c/c, including providing edgebindingwithM.S.flatsofsize50mmx 1.6mmcomplete,allasperdirectionofEngineerin- charge. |
| 34 | FENCING |
| 35 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 36 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement: 4coarse sand (zone-III) derived from naturalsources:8 graded stoneaggregate 40 mm nominal size derived from natural sources) |
| 37 | Centeringandshutteringincludingstrutting,propping etc. and removal of form for (A) Foundations,footings,basesofcolumns,etc.formass concrete |
| 38 | (A) Columns, Pillars, Piers, Abutments, Posts and Struts |
| 39 | Providingandlayinginpositionreadymixedorsite batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregatederivedfromnaturalsources,Portland Pozzolana/OrdinaryPortland/PortlandSlag cement, admixtures in recommended proportions as per IS: 9103 toaccelerate/retardsettingofconcrete,toimprove durabilityandworkabilitywithoutimpairingstrength; includingpumpingofconcretetositeoflaying,curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per directionoftheengineer-in-charge;forthefollowing grades of concrete. Note: Extra cement up to 10% of the minimum specified cementcontentindesignmixshallbepayable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content,thecontractorshallhavediscretiontoeither re-design the mix or bear the cost of extra cem ent. All works upto plinth level Concreteof M25gradewithminimum cementcontent of 330 kg /cum |
| 40 | Steel reinforcement for R.C.C. work including straightening,cutting,bending,placinginpositionand binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 41 | Steel work in built up tubular (round, square or rectangularhollowtubesetc.)trussesetc.,including cutting, hoisting, fixing in position and applying a priming coat of approved steel rimer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes |
| 42 | Painting with synthetic enamel paint of approved brand andmanufactureofrequiredcolourtogiveaneven shade : Two or more coats on new work over an under coat of suitableshadewithordinarypaintofapprovedbrand and manufacture |
| 43 | ProvidingandfixingG.I.chainlinkfabricfencingof required width in mesh size 50x50 mm including strengtheningwith2mmdiawireornuts,boltsand washersasrequiredcompleteasperthedirectionof Engineer-in-charge. Made of G.I. wire of dia. 4mm, PVCcoatedto achieve outerdianotlessthan5mminrequiredcolourand shade |
| 44 | KC DRAIN & SEWER LINES |
| 45 | Earth workinexcavation bymechanicalmeans (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or10 sqm on plan), including dressing of sidesandrammingofbottoms,liftupto1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 46 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers notexceeding20cmindepth,consolidatingeach deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 47 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8(1cement:4coarsesand(zone-III)derived from natural sources : 8 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 48 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 49 | Centeringandshutteringincludingstrutting, propping etc. and removal of form for : Foundations,footings,basesof columns,etc.For mass concrete |
| 50 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : (a) 600 mm dia. R.C.C. pipe |
| 51 | (b) 450 mm dia. R.C.C. pipe |
| 52 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : \"With common burnt clay F.P.S. (non modular)bricks of class designation 7.5\" |
| 53 | Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 54 | Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : \"With common burnt clay F.P.S. (non modular) bricks of class designation 7.5\" |
| 55 | Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 56 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) |
| 57 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture\"s permanent identification mark to be visible even afterfixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size complete as per design. |
| 58 | Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge. |
| 59 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in charge). |
| 60 | ROAD WORK |
| 61 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 62 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone ballast 40 mm nominal size) and curing complete,including cost of form- work, in foundation. |
| 63 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller8 including making good the undulations etc. and re-rolling the subWC .g rade and disposal of surplus earthwith lead upto 50 metres. |
| 64 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 65 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 66 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. With medium setting bitumen emulsion |
| 67 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressuredistributer including preparing the surface & cleaning with mechanical broom.With medium setting bitumen emulsionOn bituminous surface @ 0.25kg/sqm |
| 68 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required completeetc. as per direction of Engineer-in charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- charge). |
| 69 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :\"Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @0.75 ltr /10 sqm\" |
| 70 | INTERLOCKING |
| 71 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 72 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone ballast 40 mm nominal size) and curing complete,including cost of form- work, in foundation. |
| 73 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller8 including making good the undulations etc. and re-rolling the subWC .g rade and disposal of surplus earthwith lead upto 50 metres. |
| 74 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 75 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness& size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.60 mm thick Cement Concrete paver block of M-35 grade with approved color design and pattern. |
| 76 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 77 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm |
| 78 | RAIN WATER HARVESTING |
| 79 | Drilling of recharge well dia 10\"-12\" with casingof6\"6kgPVCpipe(makes:-Supreme, Astral, Prince, Ashirwad etc). Balance area between bore & casing will be filled with gravel. Depth consider 30 meter |
| 80 | Earth work excavation with JCB/ excavators in all type of soil and with a lift up to 2 meters. |
| 81 | Supply of sand (100mm for base & 200mm for top of tank) |
| 82 | Supply of stone chips |
| 83 | Dressing & Compaction |
| 84 | Soil disposal- disposal of extracted soil from the site to inside the boundary walls of the building up to a maximum distance of 0.5 KM. Permission will be provided by client |
| 85 | Supply of single layer of non-woven geotextile having thickness of 400 GSM, having minimum tear strength of 250 ASTM D4533, Width wise at least 215 ASTM D4533 having puncture strength of 1550 plus asper ASTM D6241 Having elongation at Break of 57% plus as per ASTM D 4595 in one layers, made out of long fibers to hold the modules including cutting, sizing, Heat welding and needle punched for high porosity and proper percolation. Overlapping and folding cost also included. 35% extra material. Measurement: 2*((L*W)+(W*H)+(L*H))*1.35*Material : PP. Purpose of Geo-textile is to act as a membrane. This geotextile allows the water to permeate through and stops soil erosion.Geotextile is free from rodents, soil borne chemicals. |
| 86 | Supply of Rainwater harvesting modules (Honeycomb design on each plate) made up of recycled polypropylene. These modules are made from combination of large and small plates. Each large plate should have atleast fourteen locking slots in order to give stability to tank. These tank should have optimum connection & block stability using double lock stability. Load bearing capacity up to 30 ton/sqmtr |
| 87 | Backfilling of the area constructed in and around after compacting them properly. |
| 88 | Supply of FRP Filter having SS 304 mesh bracket 750 mm dia and height 1000mm capable of removing particles from infllow water. FRP filter should be Griha certified under criterions 21& 18 and SVAGRIHA criterion 9. Certificate should be valid on date of installation |
| 89 | Desilting Chamber brick work |
| 90 | Micro filter Chamber brick work |
| 91 | PVC Pipe of 160mm/ 6\" dia for connection from desilting chamber to Micro Filter & Tank Including required additional accessories for Connection. (as per actual) |
| 92 | Design & installation of rainmaxx tank including assembly of modules, wrapping and welding of geotextile from all six sides. Connection of micro filter with desisting chamber and rainmaxx tank. This will also include drawing as per site conditions. |
| 93 | BOUNDARY WALL |
| 94 | REPAIRING & DISMANTLING WORK |
| 95 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cuttingreinforcement bars. |
| 96 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar |
| 97 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): From brick work in cement mortar(Construction of boundary wall) |
| 98 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.With cement mortar 1:4 (1cement: 4 coarse sand) |
| 99 | Finishing walls withAcrylic Smooth exterior paint of required shade : Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface |
| 100 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 101 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coat on old work |
| 102 | UGT |
| 103 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. |
| 104 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil. |
| 105 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil. |
| 106 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos E.C. 20% with 1% concentration |
| 107 | Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos emulsifiable concentrate of 20% |
| 108 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8(1 Cement:4 coarsesand(zone-III) derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 109 | Centringand shutteringincluding strutting, propping etc. andremoval of form for : (i) Foundations, footings, bases of columns, etc. for mass concrete |
| 110 | (ii) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 111 | (iii) Suspendedfloors, roofs, landing, balconies and access platform. |
| 112 | (iv) Lintels,beams,plinth beams,girders, bressumer sand cantilevers. |
| 113 | (v) Stairs, (excluding landings) except spiral-staircases |
| 114 | Steel reinforcement for R.C.C. work including straightening,cutting,bending,placing inposition and binding all complete upto plinth level.Thermo-MechanicallyTreatedbarsofgradeFe- 500D or more. |
| 115 | Steel reinforcement for R.C.C. work including straightening,cutting,bending,placing inposition and binding all complete upto plinth level.Thermo-MechanicallyTreatedbarsofgradeFe- 500D or more. |
| 116 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fineaggregatederivedfromnaturalsources, PortlandPozzolana/OrdinaryPortland/Portland Slag cement, admixtures in recommended proportionsasperIS:9103toaccelerate/retard setting of concrete, to improve durability and workabilitywithoutimpairingstrength;including pumping of concrete to site of laying, curing, carriageforallleads;butexcludingthecostof centering,shuttering,finishingandreinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note:Extracementupto10%oftheminimum specifiedcementcontentindesignmixshallbe payableseparately. In case the cementcontentin design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum3 |
| 117 | All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 118 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 119 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 120 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) |
| 121 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm |
| 122 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.(i) For vertical surface two coats @ 0.70 kg per sqm |
| 123 | (ii) For horizontal surface one coat @1.10 kg per sqm |
| 124 | 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 |
| 125 | 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 |
| 126 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. |
| 127 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 128 | SUMPWELL |
| 129 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 130 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil. |
| 131 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil. |
| 132 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos E.C. 20% with 1% concentration |
| 133 | Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos emulsifiable concentrate of 20% |
| 134 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8(1 Cement:4 coarsesand(zone-III) derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 135 | Centringand shutteringincluding strutting, propping etc. andremoval of form for : (i) Foundations, footings, bases of columns, etc. for mass concrete |
| 136 | (ii) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 137 | (iii) Suspendedfloors, roofs, landing, balconies and access platform. |
| 138 | Steel reinforcement for R.C.C. work including straightening,cutting,bending,placing inposition and binding all complete upto plinth level.Thermo-MechanicallyTreatedbarsofgradeFe- 500D or more. |
| 139 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fineaggregatederivedfromnaturalsources, PortlandPozzolana/OrdinaryPortland/Portland Slag cement, admixtures in recommended proportionsasperIS:9103toaccelerate/retard setting of concrete, to improve durability and workabilitywithoutimpairingstrength;including pumping of concrete to site of laying, curing, carriageforallleads;butexcludingthecostof centering,shuttering,finishingandreinforcement as per direction of the engineer-in-charge; for the following grades of concrete.\"Note:Extracementupto10%oftheminimum specifiedcementcontentindesignmixshallbe payableseparately. In case the cementcontentin design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bearthe cost of extra cement.\"All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 140 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. (i) For vertical surface two coats @ 0.70 kg per sqm |
| 141 | (ii) For horizontal surface one coat @1.10 kg per sqm |
| 142 | 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 |
| 143 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 144 | Submersible Pump |
| 145 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.80 mm dia nominal bore |
| 146 | RETAINING WALL EXT. |
| 147 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 148 | 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, lead up to 50 m and lift upto 1.5 m. |
| 149 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 150 | Centering and shuttering including strutting, propping etc. and removal of form for : (a) Foundations, footings, bases of columns, etc. for mass concrete |
| 151 | (b) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 152 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 153 | All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 154 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 155 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 156 | RETAINING WALL PAVALION AREA |
| 157 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 158 | 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, lead upto 50 m and lift upto 1.5 m. |
| 159 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from naturalsources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 160 | Centering and shuttering including strutting, propping etc. and removalof form for (a) Foundations, footings, bases of columns, etc. for massconcrete |
| 161 | (b)Columns, Pillars, Piers, Abutments, Posts and Struts |
| 162 | (c) Wall (any thickness)including attached pilaster,butteresses,plinth and string ciurses etc |
| 163 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement,admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete(a) All works upto plinth lvl \"Concrete of M25 grade with minimum cement content of 330 kg /cum\" |
| 164 | (b) Above plinth lvl \" Concrete of M25 grade with minimum cement content of 330 kg /cum \" |
| 165 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 166 | M.S. railing |
| 167 | Extra Brick work in Cricket Pavalion |
| 168 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement Mortar 1:4 (1 cement : 4 coarse sand) |
| 169 | MUD REMOVING WORK |
| 170 | Mud Removing |
| 171 | EXTRA WORKAS PER IAAF NORM IN RUNNING TRACK AND LONG JUMP |
| 172 | 1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 173 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources 3 graded stone aggregate 20 mm nominal size derived from natural sources |
| 174 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources |
| 175 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo- Mechanically Treated bars of grade Fe-500D or more |
| 176 | RUNNING TRACK |
| 177 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge. With material conforming to Grade-l (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 178 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub-base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge |
| 179 | Providing and laying primer coat over WMM surface with bitumen Emulsion medium setting yup @7.5Kg per 10 Sqm area as per clause No.502 of MORT & H specification of road works (Ivth Revision) of 2001/latest edition |
| 180 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion On bituminous surface @0.25kg/sqm |
| 181 | Providing and laying bituminous macadam Strictly As per World Athletics (earlier IAAF) Guidelines under the supervision of synthetic track manufacturer representative/ engineer using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, alignment and level by special lazer equipment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in- Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5 0% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TΡΗ capacity |
| 182 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity |
| 183 | 1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 184 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1) cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge) |
| 185 | LONG JUMP |
| 186 | EXCAVATION |
| 187 | CONSOLIDATION |
| 188 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge. With material conforming to Grade-l (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 189 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub-base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge |
| 190 | Providing and laying primer coat over WMM surface with bitumen Emulsion medium setting yup @7.5Kg per 10 Sqm area as per clause No.502 of MORT & H specification of road works (Ivth Revision) of 2001/latest edition |
| 191 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion On bituminous surface @0.25kg/sqm |
| 192 | Providing and laying bituminous macadam Strictly As per World Athletics (earlier IAAF) Guidelines under the supervision of synthetic track manufacturer representative/ engineer using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, alignment and level by special lazer equipment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in- Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5 0% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TΡΗ capacity |
| 193 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity |
| 194 | 1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 195 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1) cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge) |
| 196 | CC AROUND RUNNING TRACK |
| 197 | CONSOLIDATION |
| 198 | PCC |
| 199 | CC |
| 200 | SYNTHETIC AREA OF TRACK WITH LONG JUMP |
| 201 | JUNGLE CLEARENCE AND MATERIAL SHIFTING |
| 202 | JUNGLE CLEANING(AS PER DRAWING) (HorticultureDSR-2021-2.12) |
| 203 | SOIL CUTTING AND SHIFTING OF EXISTCricket GROUND |
| 204 | SOIL CUTTING AND SHIFTING for maintaining 0.6% to 1.0% |
| 205 | SOIL CUTTING AND SHIFTING OF ROAD |
| 206 | TRACK AREA LEVELLING AFTER SOIL SHIFTINGOTHERS AREA |
| 207 | JUNGLE WOOD SHIFTING |
| 208 | TUBE WELL |
| 209 | Transportation Charges of drilling equipment including assembly and other material as required. |
| 210 | Drilling of 675 mm. dia by rotary machine |
| 211 | Supply & laying of 350 mm. dia housing pipe (8 mm. thick) |
| 212 | Supply & laying of 200 mm. dia blind pipe (8 mm. thick) |
| 213 | Supply & laying of 200 mm. dia slotted pipe (8 mm. thick) |
| 214 | Supply & fixing of 350 mm. dia Socket |
| 215 | Supply & fixing of 200 mm. dia Socket |
| 216 | Supply & fixing of 200 mm. dia Bail plug |
| 217 | Supply & fixing of 350 mm. dia well cap |
| 218 | Supply & fixing of 350x200 mm. dia reducer. |
| 219 | Supply & fixing of 350 mm. dia housing clamp |
| 220 | Supply & Filling of pee gravel 2 mm. 4 mm. in side of bore after lower and development as required as per direction of E/I. |
| 221 | Development by air compressor including Transportation. |
| 222 | Development by O.P. Unit including Transportation. |
| 223 | Supply of 25 HP Lubi make submersible pump setsuitable for tube well capable of pumping clear and cold water free from chemical and directly coupled with KSB electric moter operating of 415 volt suitable for 3 phase 50 cycle A.C. Supply of following duty condition 25 HP 6 stage pipe.A - Discharge of water in LPM 1200 Approx size of discharge outlet in 80 mm.B - Total Head of pump set 225 m. |
| 224 | Supply and fixing of finolex or equivalent ISI marked submersible copper cable of size 2x3x2.5 sq. mm. |
| 225 | Supply of control panel cubical type wall mounted vermin proof with internal wiring duly enameled painted and mechanically finished having L&T of qul. Male switch fuse unit with HRC fuses, Ameter, Boltmeter, Selector switch, phase indicating lamp with bulbs, instrument fuses, power capcitor single phase preventor etc. complete set with supply of Jyoti or eq. Air break Star- Delta motro starter suitable for above submersible pump set. |
| 226 | Supply of 80mm dia M.S. column pipe of class \"C\" both and socketed with heavy sockets in 3/6 meter length and one end flanged complete with interlocking arrangements. |
| 227 | Supply of 80mm dia M.S. column pipe clamps with nut, bolts, packing etc. |
| 228 | Supply of 80mm dia C.I. double flanged ISI mark reflex valve of updadhya or equ. Make. |
| 229 | Supply of 80mm dia C.I. double flanged ISI mark sluice valve with hand wheel of upadhya or equ. Make. |
| 230 | Supply of C.I. double flanged bend of 80mm dia i/c cost of material and labour. |
| 231 | Supply of 80mm dia C.I. tee heavy quality i/c cost of material. |
| 232 | Supply of Guru/Fibing or equivalent make pressure gauge. |
| 233 | Erection & commissioning of pumping plants complete along with electric wiring. |
| 234 | Supply of steel wire rope of 1/2\" size |
| 235 | S/B of 600mm x 600 mm x 6.0 mm G.I. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead on one no. 8 to 10 SWG GI wite in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. , pipe and G.I. wire will be extra) 30 cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal. coke and salt at least 150mm thick alround etc. as per directions of E/I complete in all respects as per drawing. |
| 236 | S/F of one number 8 to 6 SWG G.I. wire in 15mm dia G.I. Pipe for earthing, laid in ground or in wall duly concealed includingn the cost of cement, sand labour. T&P other material required for proper completion of the work as directed at site. |
| 237 | Medium pressure synchronous motor type chemical dosingpump with noryl Plastic body and PVC parts, dispensing valves, foot valves, relief valves, mounting plate, chemical tank of 100 litre capacity complete.Capacity 0-6 LPH at pressure head of 40 MWC. |
| 238 | S/F of aluminium conductor PVC insulated armoured, served, sheathed cable 1100 volts grade at a depth of 750mmbelow ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and on top.On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by E/I complete in all respects The armoring of the cable shall be properly connected with the earth conductor by clamps etc. 16 sqmm x 4 core |
| 239 | LEVELING OF MULTIPURPOSE HALL BY FLOARM SOLOPLAN-25 |
| 240 | 15mm average Self Levelling UnderlaySurface PreparationIt is cssential that self levelling screed is applied on sound clean and dry surface in order that maximum bond strength is achieved between the substrate and flooring system. laitance should be removed by griding.PrimingThe prepared surface to be primed with Rearm Bond EBA - Epoxy Bonding Agent for better bonding between the existing Kota Stone floor and the subsequent Levelling treatment.Levelling ScreedProviding and applying self levelling premixed cementitious underlayment after mixing it with paddle mixing machine with required amound of water as per the manufacturer specification of grade M25 in different layers as per the undulations. |
| 241 | 15mm average Self Levelling Underlay Application charges |
| 242 | GST Extra as per applicable |
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