Haridwar Roorkee Development Authority Tender
View complete overview of Uttarakhand HRDA Tender
Haridwar Roorkee Development Authority - HRDA Tender
Civil And Construction
Eprocure
Opening Date31 Jan 2024
Closing Date27 Feb 2024
Tender Amount₹ 9,41,79,000
Costs
EMD
₹ 28,26,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HRDA_68643_1Bid Award Id
ViewTender No
31_BhuapatwalaTender Authority
Haridwar Roorkee Development Authority ViewPurchaser Address
-Website
http://uktenders.gov.in
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Documents
BOQ Items
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Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under existing floors using chemical emul
54.1
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Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete.
5.41
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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 of foundation etc. complete for all lift.
25.56
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
5.41
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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level.
18.34
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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
2519.57
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Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete
19.35
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40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. White sand stone
74.96
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SUPPLY & INSTALLATION OF FOUNTAIN MACHINERY
1
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basket ball court work
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
237.92
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Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete.
83.97
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Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :On W.B.M. @ 0.75 Kg / sqm
559.8
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Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :On bituminous surface @ 0.50 Kg / sqm
559.8
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Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
41.99
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Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
27.99
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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 vto achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
83.97
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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
167.94
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Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
1423.21
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Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding
162
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Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
206.22
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Supply and Installation of synthetic basket ball court including labor complete in all respects as per direction engineer incharge
420
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Supply and Installation of portable baskeball poles with net including labor complete in all respects as per direction engineer incharge
2
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badminton court work
-
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
51
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Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete.
18
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Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :On W.B.M. @ 0.75 Kg / sqm
120
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Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 Kg / sqm
120
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Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
9
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Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
6
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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 vto achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
18
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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
36
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Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
1423.21
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Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding
162
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Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
130.62
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Supply and Installation of synthetic badminton court including labor complete in all respects as per direction engineer incharge
120
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Supply and Installation of portable badminton pole pair with net including labor complete in all respects as per direction engineer incharge
2
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box cricket court work
-
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
237.92
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Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete.
83.97
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-
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Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On W.B.M. @ 0.75 Kg / sqm
559.8
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-
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Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 Kg / sqm
559.8
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Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
41.99
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Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
27.99
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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 vto achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
83.97
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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
167.94
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Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
1932.56
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Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding
162
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Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
206.22
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Supply and Installation of synthetic court including labor complete in all respects as per direction engineer incharge
476
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Providing & Fixing of sight screen for circket complete in all respects including labor as per direction given by engineer in charge.
2
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Amphi theater work
-
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Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m. D.S.R.2.8.1
6.3
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Filling available excavated earth (excluding rock) in trenches ,plinth,sides of foundation etc . in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. D.S.R.2.25
0.56
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Providing and laying in position cement concrete 1:4:8 (1cement :4 coarse sand (zoneIII):08graded stone aggregated 40mm.nominal size.) excluding the cost of centering and shuttering - All work upto plinth level D.S.R.4.1.8
2.93
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) D.S.R. 7.1.1
2.81
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Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand) D.S.R. 7.2.1
7.95
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40 mm thick fine dressed stone flooring over 20 mm (average ) thick base of cement mortar 1:5 (1 cement: 5 coarse sand), including pointing with cement mortar 1:2 ( 1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. Red sand stone D.S.R.11.29.1
72
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pavilion work
-
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Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m. D.S.R.2.8.1
4.5
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Filling available excavated earth (excluding rock) in trenches ,plinth,sides of foundation etc . in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. D.S.R.2.25
0.56
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Providing and laying in position cement concrete 1:4:8 (1cement :4 coarse sand (zoneIII):08graded stone aggregated 40mm.nominal size.) excluding the cost of centering and shuttering - All work upto plinth level D.S.R.4.1.8
3.51
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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) D.S.R. 6.1.2
0.43
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
D.S.R. 6.4.2
2.86
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15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) D.S.R.13.2.2
25.43
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Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. D.S.R. 13.26
25.43
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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. D.S.R.13.45.1
25.43
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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 D.S.R.13.62.1
39.25
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Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
D.S.R. 11.56.1
39.25
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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes
D.S.R. 10.16.1
785
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Furniture work work
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Supplying & installation of metal cafe chair table set (2-seater) including all labour as per direction given by engineer in charge.
8
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Supplying & installation of metal cafe chair table set (4-seater) including all labour as per direction given by engineer in charge.
25
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Supplying & installation of metal cafe chair table set (5-seater) including all labour as per direction given by engineer in charge.
27
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Supplying & fixing park bench of 2 person capacity including all labour as per direction given by engineer in charge.
4
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Supplying & fixing stone garden bench of 14 person capacity including all labour as per direction given by engineer in charge.
1
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Supplying & fixing WPC outdoor decking and seating of 15 person capacity including all labour as per direction given by engineer in charge.
4
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Supplying & fixing Steel Modular Portable Cafe container including all labour as per direction given by engineer in charge.
2
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Supplying & fixing Food Van for Canteen or Outlets including all labour as per direction given by engineer in charge.
4
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Supplying & fixing Outdoor Retail Koisk including all labour as per direction given by engineer in charge.
10
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Supplying & fixing Fiber Kids Rock Climbing Wall including all labour as per direction given by engineer in charge.
1
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Supplying & fixing Cylindical RCC Precast Bollard including all labour as per direction given by engineer in charge.
72
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Supplying & fixing Signages including all labour as per direction given by engineer in charge.
40
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sculpture work
-
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Supplying & fixing of FRP lady sculpture including all labour as per direction given by engineer in charge. M.R.
2
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Supplying & fixing of stone sculpture including all labour as per direction given by engineer in charge. M.R.
2
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Supplying & fixing of FRP temple sculpture including all labour as per direction given by engineer in charge. M.R.
1
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Supplying & fixing of moder tree sculpture including all labour as per direction given by engineer in charge. M.R.
4
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Supplying & fixing of FRP wall sculpture including all labour as per direction given by engineer in charge. M.R.
2
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Yoga platform work
-
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Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m. D.S.R.2.8.1
4.24
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Filling available excavated earth (excluding rock) in trenches ,plinth,sides of foundation etc . in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. D.S.R.2.25
3.39
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Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. D.S.R.2.25 A
11.3
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Providing and laying in position cement concrete 1:4:8 (1cement :4 coarse sand (zoneIII):08graded stone aggregated 40mm.nominal size.) excluding the cost of centering and shuttering - All work upto plinth level D.S.R.4.1.8
0.85
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Providing and laying at or near ground level factory made kerb stone
of M-25 grade cement concrete in position to the required line, level
and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse
sand), including making joints with or without grooves (thickness of
joints except at sharp curve shall not to more than 5mm), including
making drainage opening wherever required complete etc. as per
direction of Engineer-in-charge (length of finished kerb edging shall
be measured for payment). (Precast C.C. kerb stone shall be approved
by Engineer-in-charge). 16.69
3.39
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40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Red sand stone
D.S.R. 11.30.1
25.12
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kids playing equipment work
-
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Supplying & fixing of steel revolving disk for kids playing station including all labour as per direction given by engineer in charge.
2
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Supplying & fixing of small hiking stair for kids playing station including all labour as per direction given by engineer in charge.
1
-
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Supplying & fixing of MS bar cage for kids playing station including all labour as per direction given by engineer in charge.
1
-
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Supplying & fixing of see saw for kids playing station including all labour as per direction given by engineer in charge.
2
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Supplying & fixing of MS slide (double) for kids playing station including all labour as per direction given by engineer in charge.
2
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Supplying & fixing of fixed spring bike for kids playing station including all labour as per direction given by engineer in charge.
2
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Supplying & fixing of swings(double) for kids playing station including all labour as per direction given by engineer in charge..
2
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out door gym equipment work
-
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Supplying & fixing of outdoor chest press double side chair including all labour as per direction given by engineer in charge.
1
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Supplying & fixing of outdoor leg press double side chair including all labour as per direction given by engineer in charge.
1
-
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Supplying & fixing of outdoor triple twister(one standing one sitting) including all labour as per direction given by engineer in charge.
1
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Supplying & fixing of outdoor parallel bar including all labour as per direction given by engineer in charge.
1
-
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Supplying & fixing of outdoor arm wheel shoulder builder including all labour as per direction given by engineer in charge.
1
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Supplying & fixing of outdoor sit up board double station including all labour as per direction given by engineer in charge.
1
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Supplying & fixing of stroller single including all labour as per direction given by engineer in charge.
1
-
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Supplying & fixing of double surg board including all labour as per direction given by engineer in charge.
1
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Supplying & fixing of PU flooring for gym including all labour as per direction given by engineer in charge.
180
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out door gym equipment work
-
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-
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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 above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
348.88
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Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
93.87
-
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
13.32
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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 of foundation etc. complete for all lift.
287.44
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
239.5
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Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
2360
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
125.16
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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
30978
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Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
3097.8
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landscaping work
-
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
15.04
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Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
76.28
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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
165.31
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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).
102.46
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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 4.75 mm
16.53
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Rough dressing the trenched ground including breaking clods
330.63
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Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.
330.63
-
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Fine dressing of the ground.
330.63
-
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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).
49.59
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Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
49.59
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Holes 60 cm dia, and 60 cm deep
90
-
-
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Providing and fixing M. S. tree guard 50 cm square in plan, height 1.40 metre above ground level and 0.50 metre below ground level. The vertical members shall consist of four nos of angle iron of size 25x25x5 mm 1.9 long, one at each corner and 8 nos flat iron of size 25x5 mm 1.4 long. The vertical members shall be welded to 4 nos 25x6 mm M. S. flats placed horizontally around the vertical member of the cage. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be fixed to the ground by making suitable holes and by embedding four corners leg in the ground, including refilling the earth, compaction etc. complete. The tree guard shall be painted with two coats of paint of approved brand and manufacture over a coat of primer, complete in all respect.
15
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Filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and leveling (cost of supplying earth and sludge or manure and mixing excluded).
33.06
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Excavation in bajri path including stacking of serviceable and unserviceable material separately, lead up to 50 m and lift up to 1.5 m, disposed material to be neatly dressed.
33.06
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Flooding the ground with water including making kiaries and dismantling the same.
330.63
-
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Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, herbs, edge, flower beds, foliages, creepers etc. including hoeing,weeding, pruning, replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide will be provided by the Department & lawn mover and brush cutter with fuel and other T & P material/articles shall be provided by the contractor.) and as per direction of officer in charge.Open spaces(1Mali for 3.00Acre).
330.63
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Complete maintenance of trees (Out side garden features), jobs like making of basin at regular interval i/c watering, weeding, pruning & application of fertilizer etc, (excluding the cost of material which shall be supplied by the department and other T & P material/articles shall be provided by the contractor) and as per direction of officer in charge.Trees for 250 no/(up to 4 & up to 3 year Slow & Fast Per Plant/
growing group)
90
-
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Providing and wartering of irrigation water through water tanker of Horticulture features i.e. lawn, tree, shrubs, hedge/edge, ground cover etc. at the site of work. Water tanker having 5000 lit. capacity with one labour for watering i/c cost of water, filling of tanker, wartering at site with all leads and lifts as per direction of officer-in-charge.
2
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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.
330.63
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Shrubs Plant
86
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Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
344.79
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Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge
34.48
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Topiary cutting/shapping of plant removing of cut materials, cleaning, hoeing of plants complete design hoeing of trees (Topiary) watering manure etc.(excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge.Height of Topiary above 120 cm
18
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Providing and Displaying Ficus Retusa topiary well developed with fresh & healthy 5 to 6 big ball specific size and shape 180 to 210cm ht in 40 cm Cement Pot as per direction of the officer-in-charge.
2
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Providing and Displaying Golden Bottle brush Topiary well developed with fresh & healthy foliage 5 to 6 big ball 115 to 180 cm ht in 40 cm Cement Pot as per direction of the officer-in-charge.
2
-
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Providing and Displaying Topiary of Ficus Bush King well developed with fresh & healthy foliage from Top to Bottom with single piller 60 to 75 cm
spread, 210 to 225 cm ht., in 35 cm Cement Tray/Cement Pot as per direction of the officer-in-charge..
2
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Providing and Displaying Topiary of Ficus Panda well developed with fresh & healthy foliage with 3 to 4 Ball and 60 to 75 cm spread each Ball, 135 to 150 cm ht., in 35 cm Cement Tray /Cement Pot as per direction of the officer-in-charge
6
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Providing and Displaying Topiary of Casuarina fresh & healthy having 5 to 6 specific shape and size ball well developed 195 to 210 cm ht. in 40 cm Cement Pot as per direction of the officer-in-charge.
6
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Providing and displaying of Aglaonema Dove variety having ht. 30 cm to 45 cm with 8 to 10 leaves, well developed, fresh and healthy in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.
10
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Providing and displaying of Aglaonema Silver Queen having 30 cm to 45 cm. ht. with 12 to 15 leaves, multi suckers, fresh and healthy leaves, well developed in 25 cm dia Earthen pot/Plastic pot & as per direction of the officer-in-charge.
10
-
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Providing and displaying of Aglaonema modestum having ht. 23 cm to 30 cm with 3 to 4 suckers & 15 to 20 leaves, well developed, fresh and healthy in 25 cm size of Earthen pot/Plastic pot. & as per direction of the officer-in-charge
10
-
-
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Providing and displaying of Croton Challenger variety having ht. 30cm and above, well developed with full of fresh and healthy leaves in 20 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.
10
-
-
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Providing and displaying of Dieffenbachia Tropic-snow having ht. 60 cm & above with 8 - 10 leaves, well developed, fresh & healthy in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.
10
-
-
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Providing and displaying of Dracaena song of India specimen (three in one), having ht. 60 cm & above, well developed, fresh and healthy with
good foliage in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.
6
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Providing and displaying of Dracaena fragrans”Massangeana’’ having ht. 30 cm & above with full of leaves, well developed, fresh and healthy in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.
10
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Providing and Displaying Acalypha Different colour well developed, fresh & healthy with good foliage, multi branch 30 to 45 cm ht. in 20 cm size of Earthen Pot/ Plastic Pot bushy as per direction of the officer-in-charge.
10
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Providing and Displaying Acalypha red well developed with fresh & healthy 30 to 45 cm ht. in 20 cm size Earthen Pot/ Plastic Pot as per direction of the officer-in-charge.
10
-
-
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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Main Gate
420
-
-
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Providing and fixing of Solid Acrylic Letters complete in all aspects as per directions of Engineer-in-Charge
12
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Providing and fixing of Synthetic Artificial Green Wall, For Decoration, Rich complete in all aspects as per directions of Engineer-in-Charge
21
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Unbranded Cast Iron Polish Garden Bench, Capacity 3 Seater
8
-
-
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PROVIDING, MAKING & FIXING OF BRASS MAKE STANDING LIFE SIZE (6 FT.) STATUE OF SUMAN DEV JI AT SUMAN PARK, TEHRI, U.K. AS PER DESIGN, SIZE AND LOCATION APPROVED BY THE CONSULTANT WITH COST OF MAKING, CLAY WORK, MOULDING, CASTING, METAL FINISH.
THICKNES OF -4-9 MM.
1
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drain work work
-
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m All kinds of soil.
758.96
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
162.64
-
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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)
98.96
-
-
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15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand)
2116.83
-
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Drain work
-
-
-
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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
102
-
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
2.3
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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 80 mm dia nominal bore
20
-
-
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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 65 mm dia nominal bore
25
-
-
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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 50 mm dia nominal bore
25
-
-
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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 40 mm dia nominal bore
32
-
-
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Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :80 mm nominal bore
1
-
-
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Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :65 mm nominal bore
1.25
-
-
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Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :50 mm nominal bore
1
-
-
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Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :40 mm nominal bore
1.28
-
-
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Providing and fixing gun metal non- return valve of approved quality (screwed end) :80 mm nominal bore
1
-
-
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Providing and fixing gun metal non- return valve of approved quality (screwed end) :65 mm nominal bore
1
-
-
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Providing and fixing gun metal non- return valve of approved quality (screwed end) :50 mm nominal bore
1
-
-
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Providing and fixing gun metal non- return valve of approved quality (screwed end) :40 mm nominal bore
1.28
-
-
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
2.04
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Providing and fixing of CPL ROTATING SPRINKLER 360 CAPTAINR (CPL ROTATING SPRINKLER 360), Conformity to Indian Standards : IS 12232 ( Part 1): 1996, Material of Sprinklers : Plastic resistant to UV radiation complete in all aspects as per directions of Engineer-in-Charge.
5
-
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Electrical work
-
-
-
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Providing and fixing of bollard lights in garden including all labour as per direction given by engineer in charge.
20
-
-
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Providing and fixing of 200 W Focus lights in garden including all labour as per direction given by engineer in charge.
1
-
-
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Providing and fixing of 10 W Spike lights in garden including all labour as per direction given by engineer in charge.
10
-
-
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Providing and fixing of 12 W Surface Ceiling lights in garden including all labour as per direction given by engineer in charge.
4
-
-
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Supply, Installation, Testing and Commissioning of 40 W LED Street light of 3mtr height with foundation as required.
8
-
-
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Supply & laying of ISI marked aluminium conductor XLPE insulated cable as per IS 7098 armoured, served sheathed 1100 volts grade 4 sqmm 2 core
70
-
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Wiring for light point 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required.
6
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Supplying and fixing following way prewired SP&N MCB distribution board of steel sheet for 240 volts on surface/ recess complete with loose wire box, terminal connectors for all incoming and outgoing circuits, duly prewired with suitable size FR PVC insulated copper conductor up to terminal blocks, tinned copper bus bar, neutral link, earth bar, din bar, detachable gland plate, interconnections, powder painted including earthing etc. as required. (But without MCB/ RCCB/ Isolator) 2 + 12 way, Double door
1
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Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole
4
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Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Double pole
2
-
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Supply, Fixing, connecting and commissioning 1xHPIT 250 W flood lighting luminaires cat no. MWF331 1x HPIT P 250 Watt S con Trmpo 3 integral flood lighting luminaire with pressure die cast alluminium housing protection (IP-65) etc. as reqd.
6
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Supply and erection of metallic pole of Above 5 Metre and up to 6.5 metre length in cement concrete 1:3:6 (1 cement: 3 Coarse sand 6: graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as reqd.
6
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Supply & laying of ISI marked aluminium conductor XLPE insulated cable as per IS 7098 armoured, served sheathed 1100 volts grade 10 sqmm 2 core
80
-
-
... More
Supply & laying of ISI marked aluminium conductor XLPE insulated cable as per IS 7098 armoured, served sheathed 1100 volts grade 16 sqmm 2 core
15
-
-
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