Tender for construction and development work of sports zone in Janeshwar Mishra Park located in Gomti Nagar Extension Scheme Part-1A, 1 Earth work in excavation by mechanical means {Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. DSR 2.6.1 2 1 :4:8 (1 Cement : 4 coarse sand (zone-Ill) derived fromnatural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8 3 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 :6 (1 cement : 6 coarse sand)DSR 6.1.2 4 CEMENT PLASTER (IN COARSE SAND)12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) DSR 13.4.2 5 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqmDSR 13.45.1 6 Providing and Laying of Synthetic flooring on Court in 8 layers 7 Laying, spreading and compacting stone aggregate of specified sizes to WMM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . 8 Construction of (GSB) 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. 9 DRAIN ITEMS 10 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valvewith C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 DSR 18.34.1 11 PROVIDING CEMENT COVERS FOR CHAMBERS 600X600 MR 12 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 - 250 mm dia. R.C.C. pipe (FOR DRAIN AND) DSR 19.6.3 13 Supply of Water removing Rollar/Squuzer as per req.(MR) 14 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 roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres DSR 16.1 15 Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge. DSR HORT 2.56 16 Clearing jungle including uprooting of rank vegetation, grass, brush wood,and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. DSR HORT2.31 17 Rough dressing the trenched ground including breaking clods. DSR HORT 2020 2.5 18 Bituminous Macadam (Grade-II) providing and laying Bituminous Concrete with 100-120 TPH batch type HMP producing an average of 75 tonnes per hour, using specified grading, premixed with Bituminous binder@ 3.3% mix to work at site as per MORT&H specification- 501.6 & 501.7 complete in all respects.Unit=cum Taking Output = 205 cum (450 tonne)MORTH/PSR) 19 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. DSR 16.32.1 20 Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. DSR 16.40 21 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. DSR 13.62.1 22 Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. DSR 16.62 23 Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 I 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; butexcluding the cost of centering, shuttering and finishing 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 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cementcontent of 300 kg /cumAll works above plinth and upto floor V level DSR 4.20.2.4 24 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. DSR 10.1 25 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade. DSR 16.70.2 26 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-5000 or more. SAIL 27 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides offoundation etc. complete for all lift. 28 CRICKET GROUND 29 Site Cleaning 30 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m aboveground level and removal of rubbish up to a distance of 50 m outside theperiphery of the area cleared. DSR HORT 2020 2.31 31 Earth Work 32 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan), including disposal of excavated earth, lead up to50 m and lift up to 1.5 m,as per directions of Engineer in Incharge. DSR HORT 2020 2.6 33 Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same. DSR HORT 2020 2.29.1 34 Providing herbicide applicationby mechanical sprayer with Glyphosate (Roundup, Casonova make) 500g (active) / per liter water mix applied at 2 liter/per hectare per one time application or as manufacturers specification and slashing in works areas for weed control, as directed by engineer-in-charge. 35 Rough dressing the trenched ground including breaking clods. DSR HORT 20202.5 36 Fine dressing of the ground. DSR HORT 2020 2.7 37 Anti -Termite Treatment 38 Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge. DSR HORT 2020 2.56 39 Ground Finishes 40 Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). PSR 41 Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment). DSR HORT 20202.3 42 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 20 mm DSR HORT 20202.4 43 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in charge (cost of sludge, dump manure and/ or good earth to be paid separately). DSR HORT 2020 2.8 44 SupplyandMixingbasalfertilizerintherequiredproportion specified or directed by the Officer-in-charge. 45 Bermuda TIF419 Grass sports variety Providing anddibbling of good quality lawnofthespecified species inlawn area,with clods broken completely,and removalofdebrisand unwantedmaterials. 46 Grow in period maintenance to make a firm, smooth & finish playing surface for a period of 2 months from the completion of work(grassing) incl. application ofchemicals inasspecified such asmicro nutrient fertilizer, macro fertilizer , granular insecticide, fungicide& liquid insecticideto maintain the growth of grass at the time of grow-in maintenance. 47 10 Pitches Of Black Local Soil 3.05X25 ( 5 Main, 5 Practice ) 48 Earth work in surface excavation not exceeding 30 cm in depth but exceeding1.5 m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, as per directions of Engineer in Incharge: All kinds of soil DSR HORT 20202.1 49 Anti termite treatment of Pitch Area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 liter solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of Curator-in-charge DSR HORT 20202.56 50 Supplying of Local Black Soil for Construction of Cricket pitches including loading, unloading and transportation charge. 51 Drying and Sizing the supplied soil into aggregates of 12 to 15 mm size, sieving to different sizes and finally throwing out the powder of clay as per BCCI Standards. 52 Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns. DSR 2023, 4.3 ,4.3.1 53 Supplying and Laying of fine Sand of main and practice pitch square with compaction. 54 Construction of main pitches Square including transporting, laying and levelingand compaction of each layer of pitch soil as per BCCI Standards. (250mm Depth). 55 Supplying and sprigging Bermuda selection No. 1 grass in pitch Square. 56 Under ground water tank of 1 lac liter 57 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cementcomplete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 DSR 18.34.1 58 PROVIDING CEMENT COVERS FOR CHAMBERS 600X600 59 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 - 600 mm dia. R.C.C. pipe FOR DRAINDSR 19.6.7 60 Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 I 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 and finishing 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 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cementcontent of 300 kg /cum, All works above plinth and upto floor V level DSR 4.20.2.4 61 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.PSR 10.1 62 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade. DSR 16.70.2 63 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-5000 or more. SAIL 64 PracticeAreafor 5 Pitchs 65 Practice Net with poles and movable featuresMR 66 FOOTBALL GROUND 67 Site Cleaning 68 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m aboveground level and removal of rubbish up to a distance of 50 m outside theperiphery of the area cleared. DSR HORT 2020 2.31 69 Earth Work 70 Earth work in surface excavation not exceeding 30 cm in depth but exceeding1.5 m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, as per directions of Engineer in Incharge: All kinds of soil DSR HORT 20202.1 71 Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same. DSR HORT 20202.29 72 Providing herbicide applicationby mechanical sprayer with Glyphosate (Roundup, Casonova make) 500g (active) / per liter water mix applied at 2 liter/per hectare per one time application or as manufacturers specification and slashing in works areas for weed control, as directed by engineer-in-charge. MR 73 Rough dressing the trenched ground including breaking clods.DSR HORT 2020 74 Fine dressing of the ground. DSR HORT 2020 2.7 75 Anti -Termite Treatment 76 Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge. DSR HORT 20202.56 77 Ground Finishes 78 Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). 79 Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment). DSR HORT 20202.3 80 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 20 mm DSR HORT 2020 2.4 81 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in charge (cost of sludge, dump manure and/ or good earth to be paid separately). DSR HORT 20203 82 SupplyandMixingbasalfertilizerintherequiredproportion specified or directed by the Officer-in-charge. 83 Bermuda TIF419 Grass sports variety Providing anddibbling of good quality lawnofthespecified species inlawn area,with clods broken completely,and removalofdebrisand unwantedmaterials. 84 Grow in period maintenance to make a firm, smooth & finish playing surface for a period of 2 months from the completion of work(grassing) incl. application ofchemicals inasspecified such asmicro nutrient fertilizer, macro fertilizer , granular insecticide, fungicide& liquid insecticideto maintain the growth of grass at the time of grow-in maintenance. 85 Under ground water tank of 50k liter 86 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cementcomplete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 DSR HORT 2020 18.34.1 87 PROVIDING CEMENT COVERS FOR CHAMBERS 600X600 88 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 - 450 mm dia. R.C.C. pipe DSR 19.6.5 89 Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 I 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 and finishing 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 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cementcontent of 300 kg /cumAll works above plinth and upto floor V level DSR 4.20.2.2 90 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. DSR 10.1 91 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade. DSR 16.70.2 92 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-5000 or more. DSR 5.22 93 Football Net Pair 94 BADMINTON COURT 95 Earth work in excavation by mechanical means {Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. DSR 2.6.1 96 1 :4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8 97 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 :6 (1 cement : 6 coarse sand) DSR 6.1.2 98 CEMENT PLASTER (IN COARSE SAND)12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) DSR 13.4.2 99 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqmDSR 13.45.1 100 Supply and Fixing of Court post alongwith Net MR 101 Providing and Laying of Synthetic flooring on Court in 8 layers MR 102 Laying, spreading and compacting stone aggregate of specified sizes to WMM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . PSR 103 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. PSR 104 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick,finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 DSR 18.34.1 105 PROVIDING CEMENT COVERS FOR CHAMBERS 600X600 MR 106 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 - 250 mm dia. R.C.C. pipe DSR 19.6.3 107 Supply of Water removing Rollar. MR 108 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 roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metresDSR 16.1 109 Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge. DSRHOR 2020 2.56 110 Clearing jungle including uprooting of rank vegetation, grass, brush wood,and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. DSR HORT 2020 2.31 111 Rough dressing the trenched ground including breaking clods. DSR HORT 2020 2.5 112 Bituminous Macadam (Grade-II) providing and layingBituminous Concrete with 100-120 TPH batch type HMPproducing an average of 75 tonnes per hour, usingspecified grading, premixed with Bituminous binder@3.3% mix to work at site as per MORT&H specification-501.6 & 501.7 complete in all respects.Unit=cum Taking Output =205 cum (450 tonne) PSR (MORTH) 113 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. DSR 16.32.1 114 Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. DSR 16.40 115 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. DSR 13.62.1 116 Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. DSR 16.62 117 Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 I 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 and finishing 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 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement content of 300 kg /cum, All works above plinth and upto floor V level DSR 4.20.2.4 118 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. DSR 10.1 119 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade. DSR 16.70.2 120 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-5000 or more. PSR 121 TENNIS COURT 122 Earth work in excavation by mechanical means {Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. DSR 2.6.1 123 1 :4:8 (1 Cement : 4 coarse sand (zone-Ill) derived fromnatural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8 124 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 :6 (1 cement : 6 coarse sand) DSR 6.1.2 125 CEMENT PLASTER (IN COARSE SAND)12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) DSR 13.4.2 126 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqmDSR 13.45.1 127 Supply and Fixing of Court post alongwith Net MR 128 Providing and Laying of Synthetic flooring on Court in 8 layers(MR) 129 Laying, spreading and compacting stone aggregate of specified sizes to WMM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . MR 130 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. PSR 131 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 DSR 18.34.1 132 PROVIDING CEMENT COVERS FOR CHAMBERS 600X600 MR 133 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 - 250 mm dia. R.C.C. pipe DSR 19.6.3 134 Supply of Water removing Rollar (MR) 135 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 roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metresDSR 16.1 136 Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge. DSR HORT 2020 2.56 137 Clearing jungle including uprooting of rank vegetation, grass, brush wood,and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. DSR HORT 2020 2.31 138 Rough dressing the trenched ground including breaking clods. DSR HORT 2020 139 Bituminous Macadam (Grade-II) providing and layingBituminous Concrete with 100-120 TPH batch type HMPproducing an average of 75 tonnes per hour, usingspecified grading, premixed with Bituminous binder@3.3% mix to work at site as per MORT&H specification-501.6 & 501.7 complete in all respects.Unit=cum Taking Output =205 cum (450 tonne PSR 140 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. DSR 16.32.1 141 Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. DSR 16.40 142 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. DSR 13.62.1 143 Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. DSR 16.62 144 Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 I 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; butexcluding the cost of centering, shuttering and finishing 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 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cementcontent of 300 kg /cum,All works above plinth and upto floor V level DSR 4.20.2.4 145 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. DSR 10.1 146 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade. DSR 16.70.2 147 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-5000 or more. 148 BASKET BALL GROUND 149 Earth work in excavation by mechanical means {Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. DSR 2.6.1 150 1 :4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8 151 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 :6 (1 cement : 6 coarse sand) DSR 6.1.2 152 CEMENT PLASTER (IN COARSE SAND)12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) DSR 13.4.2 153 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 154 Supply and Fixing of Court post alongwith Net 155 Providing and Laying of Synthetic flooring on Court in 8 layers 156 Laying, spreading and compacting stone aggregate of specified sizes to WMM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . 157 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. 158 Constructing masonry Chamber 90x90x100 cm inside, in brick workin cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I. surface box 100 mm top diameter, 160 mm bottom diameterand 180 mm deep (inside) with chained lid and RCC top slab 1:2:4mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size ), i/c necessary excavation, foundation concrete 1:5:10(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominalsize ) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick, finished with a floating coat of neat cementcomplete as per standard design :With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 159 PROVIDING CEMENT COVERS FOR CHAMBERS 600X600 160 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 - 250 mm dia. R.C.C. pipe 161 Supply of Water removing Rollar 162 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 roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres 163 Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge. 164 Clearing jungle including uprooting of rank vegetation, grass, brush wood, and saplings of girth up to 30 cm measured at a height of 1 m aboveground level and removal of rubbish up to a distance of 50 m outside theperiphery of the area cleared. 165 Rough dressing the trenched ground including breaking clods. 166 Bituminous Macadam (Grade-II) providing and layingBituminous Concrete with 100-120 TPH batch type HMPproducing an average of 75 tonnes per hour, usingspecified grading, premixed with Bituminous binder@3.3% mix to work at site as per MORT&H specification-501.6 & 501.7 complete in all respects.Unit=cum Taking Output =205 cum (450 tonne 167 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. 168 Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. 169 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. 170 Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. 171 Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 I 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; butexcluding the cost of centering, shuttering and finishing 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 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cementcontent of 300 kg /cum, All works above plinth and upto floor V level 172 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 173 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade. 174 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-5000 or more. 175 VOLLEY BALL GROUND 176 Earth work in excavation by mechanical means {Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 177 1 :4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 178 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 :6 (1 cement : 6 coarse sand) 179 CEMENT PLASTER (IN COARSE SAND)12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 180 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 181 Supply and Fixing of Court post alongwith Net 182 Providing and Laying of Synthetic flooring on Court in 8 layers 183 Laying, spreading and compacting stone aggregate of specified sizes to WMM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . 184 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. 185 Constructing masonry Chamber 90x90x100 cm inside, in brick workin cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I. surface box 100 mm top diameter, 160 mm bottom diameterand 180 mm deep (inside) with chained lid and RCC top slab 1:2:4mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size ), i/c necessary excavation, foundation concrete 1:5:10(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominalsize ) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick, finished with a floating coat of neat cementcomplete as per standard design :With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 186 PROVIDING CEMENT COVERS FOR CHAMBERS 600X600 187 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 - 250 mm dia. R.C.C. pipe 188 Supply of Water removing Rollar 189 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 roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres 190 Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge. 191 Clearing jungle including uprooting of rank vegetation, grass, brush wood, and saplings of girth up to 30 cm measured at a height of 1 m aboveground level and removal of rubbish up to a distance of 50 m outside theperiphery of the area cleared. 192 Rough dressing the trenched ground including breaking clods. 193 Bituminous Macadam (Grade-II) providing and layingBituminous Concrete with 100-120 TPH batch type HMPproducing an average of 75 tonnes per hour, usingspecified grading, premixed with Bituminous binder@3.3% mix to work at site as per MORT&H specification-501.6 & 501.7 complete in all respects.Unit=cum Taking Output =205 cum (450 tonne 194 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. 195 Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. 196 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. 197 Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. 198 Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 I 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; butexcluding the cost of centering, shuttering and finishing 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 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cementcontent of 300 kg /cum,All works above plinth and upto floor V level 199 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 200 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade. 201 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-5000 or more. 202 JOGGING TRACK 203 Earth work in excavation by mechanical means {Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 204 1 :4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 205 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 :6 (1 cement : 6 coarse sand) 206 CEMENT PLASTER (IN COARSE SAND) 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 207 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 208 Providing and Laying of Synthetic flooring on TRACK15 mm EPDM WITH SPECIFICATIONS INCLUDED 209 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . 210 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. 211 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 roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres 212 Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge. 213 Constructing masonry Chamber 90x90x100 cm inside, in brick workin cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I. surface box 100 mm top diameter, 160 mm bottom diameterand 180 mm deep (inside) with chained lid and RCC top slab 1:2:4mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size ), i/c necessary excavation, foundation concrete 1:5:10(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominalsize ) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick, finished with a floating coat of neat cementcomplete as per standard design :With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 214 PROVIDING CEMENT COVERS FOR CHAMBERS 600X600 215 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 - 450 mm dia. R.C.C. pipe 216 Bituminous Macadam (Grade-II) providing and layingBituminous Concrete with 100-120 TPH batch type HMPproducing an average of 75 tonnes per hour, usingspecified grading, premixed with Bituminous binder@3.3% mix to work at site as per MORT&H specification-501.6 & 501.7 complete in all respects.Unit=cum Taking Output =205 cum (450 tonne 217 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. 218 Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. 219 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. 220 Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. 221 IRRIGATIONWORK AT SPORTS ZONE 222 FOOTBALL AND CRICKET FIELDS - 223 PIPELINE 224 Trenching and back filling 225 Supply, Installation, laying & commissioning of 90 mm outer dia 6Kg/cm2 HDPE pipe. Sanctioned rate 33.01( JAL NIAGM VARANASI SOR) 226 Supply, Installation, laying & commissioning of 63 mm outer dia 6Kg/cm2 HDPE pipe. Sanctioned rate 33.01( JAL NIAGM VARANASI SOR) 227 Supply, Installation, laying & commissioning of HDPE Flange with tail piece, packing & nut bolt complete in all respect. Sanctioned rate Sanctioned Rate 228 Supply, Installation, laying & commissioning Of reducer 90 mm to 63 mm outer dia 6Kg/cm2 HDPE pipe. 9 229 Supply, Installation, laying & commissioning Of ELBOW JOINT 90 DEGREE FOR 90 mm HDPE pipe 230 Supply, Installation, laying & commissioning Of ELBOW JOINT 90 DEGREE FOR 63 mm HDPE pipe 231 Supply, Installation, laying & commissioning Of TEE JOINT90 DEGREE FOR 90 mm HDPE pipe 232 Supply, Installation, laying & commissioning Of TEE JOINT90 DEGREE FOR 63 mm HDPE pipe 233 Supply, Installation, laying & commissioning Of Ball Valve for 90 mm HDPE PIPES 234 Supply, Installation, laying & commissioning Of Ball Valve for 63 mm HDPE PIPES 235 Supply, Installation, laying & commissioning Offor 63 mm TAIL PIECES 236 Supply, Installation, laying & commissioning of TAIL PIECES for 90 mm HDPE PIPES 237 Supply, Installation, laying & commissioning Of PRESSURE Gauge 2.5 size (Gyceryne) 238 3 disc filter 239 2 disc filter 240 Thermos Temperature Controller wuth switch and socket .2 mm cable 241 Butt velding electric heating plate 242 3 CIbutterfly valve 243 2 CIbutterfly valve 244 Supply, Installation, laying & commissioning of 6Round Valve Box with cover complete in all respect. Sanctioned rate 245 Supply, Installation, laying & commissioning of 12Round Valve Box with cover complete in all respect. Sanctioned rate 246 SPRINKLERS 247 Supply, Installation, laying & commissioning of Service Saddle 2 inch x 1.25 inch. Sanctioned rate with bush 248 Supply, Installation, laying & commissioning of Swing Joint for 10 - 12 meter range 360 degree popup. 249 Supply, Installation, laying & commissioning of .75 inch riser 10 - 12 meter range 360 degree popup. 250 Supply, Installation, laying & commissioning of1.5 INCH. MTA CPVC 251 Supply, Installation, laying & commissioning of1.5 INCH. FTA CPVC 252 Supply, Installation, laying & commissioning of 25 mm outer dia 6Kg/cm2 CPVC pipe. Sanctioned rate 253 Supply, Installation, laying & commissioning Of Ball Valve for 25 mm pipes 254 Supply, Installation & commissioning of pop sprinkler plastic make material with 15 meter range 360 degrees 255 Engagement of Plumber for required work etc all complete as per direction of Engineer in charge. PWD SOR 2020-21/Labour Rates Chapter.Rs. 420.00+10%CP 256 Engagement of Labour for required work etc all complete as per direction of Engineer in charge. PWD SOR 2020-21/Labour Rates Chapter.Rs. 335.00+10%CP 257 2 - BORING 258 Boaring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS : 2800 part I, including collecting sample from different starta, preparing and submitting equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer In charge, up to 150 meter depth below ground level. 300 mm diaAll type of soil (DAR 23.2.1.1 based)Sanction Rate 259 Supply, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well casing (CM) pipe of required dia conforming to IS: 12818 including required hire and labour charges, fittings & accessories etc. all complete for all depths as per direction of Engineer in charge. 200 mm nominal size diaDAR No. 23.3.3 260 Supply, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818 including required hire and labour charges, fittings & accessories etc. all complete for all depths as per direction of Engineer in charge. 200 mm nominal size diaDAR No. 23.10.3 261 Supplying, filling, spreading & levelling gravels of size range 5 mm to 10 mm in the recharge pit, over the existing layer of boulders, in required thickness for all leads & lifts all complete as per direction of Engineer in charge. DAR 23.6 262 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/casing pipe, removable as per requirement, all complete for bore well of: 200 mm dia. DAR No. 23.13.3 263 Providing & Fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS 2800 part - 1 including necessary bolts & nuts of required size complete. 200 mm clamp. DAR No. 23.14.3 264 Supply and fixing of pump set & composite electric panel for submersible kirloskar/ sons/ crompton openwell pumpset greeves make three phases 380-440 v 50 cycles supply with fountain bolts and 3 core 2.5 mm flat PVC flexible copper conductor double insulated submersible cable and 4 core 1.5 mm form fountain pool to fountain electric panel etc fountain pool to fountain electric panel etc. complete with internal wiring lighting system. 265 7.5 HP pump (PSR) 266 Electric Panel Box (PSR) 267 Supply and fixing of 3 HP single phase open well submersible pump set of 50 mm x 50 mm pipe size complete with all material, labour T&P etc all as per direction of Engineer in charge. (make kirloskar/ crompton/ KSB 268 Supply and fixing of 2.5 sqmm 3 core PVC insulated PVC shethed flate submersible cable pump with bare bunched copper conductor for submersible pump motor with 1100 volt grade ISI marked all complete as per direction of Engineer in charge.Sanctioned Rate 269 Engagement of Plumber for required work etc all complete as per direction of Engineer in charge. PWD SOR 2020-21/Labour Rates Chapter.Rs. 420.00+10%CP 270 LIGHTING WORK AT SPORTS ZONE 271 FIELDS AND COURTS 272 SUPPLY OF 500 WATTS LIGHTS 273 supply and installation of 12 meter GI pole (24 LIGHTS SKTAING , 4 TENIS , 4 BADMINTON, 4 BASKETBALL, 4 VOLLYBALL) 274 Wiring and making base including all the material and labour FOR ALL THE POLES INCLUDING WIRING PANELS AND SWITCHBOARDSas per engineer in charge
