Lucknow Development Authority has published Tender For Construction And Development Work Of Sports Zone In Janeshwar Mishra Park Located In Gomti Nagar Expansion Scheme Part-1A.. Submission Date for this Tender is 26-04-2024. Civil Work Tenders in lucknow Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 10-Apr-2024 | date extension | Date | 26-04-2024 |
| Sl. No. | Item Description |
| 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 from natural 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 cement content 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 to 50 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 manufacturer"s 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 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 |
| 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 cement content 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 manufacturer"s 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 cement content 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 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) 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 from natural 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 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 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 cement content 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 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 |
| 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 above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 165 | Rough dressing the trenched ground including breaking clods. |
| 166 | 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 |
| 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 cement content 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 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 |
| 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 above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 192 | Rough dressing the trenched ground including breaking clods. |
| 193 | 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 |
| 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 cement content 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 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 |
| 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 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 |
| 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 6"Round Valve Box with cover complete in all respect. Sanctioned rate |
| 245 | Supply, Installation, laying & commissioning of 12"Round 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 dia All 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 dia DAR 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 dia DAR 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 |
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