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| 1 | PHASE- 1 (SCH A PART-I CIVIL WORKS)Excavation in trenches width not exceeding 1.5mtr and depth not exceeding 1.5metre for foundations, not exceeding 10 Sqm on plan for manholes etc and getting out in soft/disintegrated rock, complete all as specified and directed. |
| 2 | Excavation over areas, n exc 1.5 m deep and getting out hard /dense soil complete all as specified and directed. |
| 3 | Excavation over areas, n exc 1.5m deep and getting out between 1.5m or depth upto 3.00m hard /dense soil complete all as specified and directed. |
| 4 | M & L Plain cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in foundation/ mass concrete for wall and post struts complete all as specified and directed. |
| 5 | M & L 100mm thick cement concrete type D2 1:4:8 (using 40mm graged stone aggregate) as sub base etc complete all as specified and directed. |
| 6 | M & L 100mm thick Cement concrete type B-1 (1:2:4) using 20mm graded stone aggregate, finishing cement concrete surface even and smooth using extra cementcomplete all as specified and directed. |
| 7 | M & L dressed laterite stone masonry, well bonded, bedded and solidly hearted built in Cement mortar 1:6 complete all as specified and directed. |
| 8 | M & L Rendering 15mm thick in Cement mortar 1:4 on fair faces of stone masonry finished even and smooth without using extra cement complete all as specified and directed. |
| 9 | Returing filling in including spreading levelling watering in layers n.exc 25 cm complete all as specified and directed. |
| 10 | Removing excavated material to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed. |
| 11 | M & L Mild steel TMT bars 10mm dia & over cut to length ,bent to shape required including cranking, bending spirally for hooping for coloumns,hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 12 | M & L Mild steel TMT bars 6mm to 8mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 13 | M & L Reinforced cement concreteM-30 Nominal mix using 20mm graded stone aggregate as Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves complete all as specified and directed |
| 14 | Use and waste of form work to sides and soffits of floor or roof beam, beam haunchings girders,bressumers,lintels,cantilevers, shelves including supports, overhangs etc also splays between floors and beams complete all as specified and directed |
| 15 | SCH A PART-II( ARBORICULTURE)GREEN DOUBLING OF TIFFTUFF GRASSConstruction and formationof Green areas after excavating manually by cutting and filling the earth to the designed contour levels and subsequent rolling and compaction to meet the requirement of respective area in following stages:-(a)SHAPPING OF GREEN:- Once the Engineer in charge marks off the shape and contour of the new putting green, the construction process begins. Contractor use a variety of heavy equipment to construct putting green, relying on skilled operators to carefully follow the architect/engineer\"s design. Specialized surveying equipment and digital mapping technology helps contractor implement the puttinggreen design with precision and efficiency(b)EXCAVATION:- Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (of depth 375mm to 400mm) including disposal of excavated earth lead upto 50m and lift upto 1.5m, in hard/dense soil disposed earth to be leveled and neatly dressed.(c)HERBICIDES APPLICATION:-Providing herbicide application by mechanical sprayer with Glyphosate (Roundup, Casonova make) 500g (active) / per liter water mix applied at 2 liter/per hectare and / or as manufacturer\"s specification and slashing in works areas for weed control, as directed by engineer-in-charge.(d)SUBGRADE PREPARATION:- Proper construction of the subgrade is critical to the success of a USGA putting green. The subgrade should be shaped to match the general slope of the finished grade and must be smooth and firm, with no water-holding depressions. Subsurface drainage systems quickly remove excess water from putting greens. Place main drain pipes along the lines of maximum fall. Extend lateral drain pipes, spaced not more than 15 feet apart, to the putting green perimeter. All drain pipes should have a minimum continuous slope of 0.5 percent. Install perimeter drains immediately adjacent the cavity wall in low-lying areas.(e)GRAVEL LAYERS:- Supply and filling of average 2 to 12mm gravel stone aggregate up to a depth of 75mm and uniformly spreading the same to cover the subgrade with light compaction as directed by engineer-in-charge(f)ROOTZONE BLEEDING / ROOTZONE MIX:- Supplying and filling of USGA Root zone Mix sand of specified grading upto a depth of 300 mm with necessary compaction by watering and rolling, leveling with a level lawn or flat bedded rake in Greens. Final raking to be done by a motorized bunker rake as required. As per direction of Engineer-In-Charge.(g)TURF:- Grassing / As per plans & Specifications of Greens including supplying with Tiff Tuff Grass stolons manually sprigging with organic manure mixed in the soil @ 50kg/100 sqm. including coco peat/neem cake /leaf manure @ 10kg/100 sqm and then certified compost manure with a start fertilizer NPK or DAP @5kg/100 sqm and anti termite emulsion in required proportion i/c any other requisite material (nothing extra will be payable) complete as per the direction of engineer-in-charge as in following area. |
| 16 | 1st green area approx 4000 Sqft complete all as specified and directed |
| 17 | 2nd green area approx 2500 Sqft complete all as specified and directed |
| 18 | 3rd green area approx 3000 Sqft complete all as specified and directed |
| 19 | APRON DOUBLING OF 419 GRASS:-Construction and formation of Apron Doubling areas after excavating manually by cutting and filling the earth to the designed contour levels and subsequent rolling and compaction to meet the requirement of respective area in following stages:-(a)SHAPPING OF APRON:- Once the Engineer in charge marks off the shape and contour of the new putting green, the construction process begins. Contractor use a variety of heavy equipment to construct putting green, relying on skilled operators to carefully follow the architect/engineer\"s design. Specialized surveying equipment and digital mapping technology helps contractor implement the puttinggreen design with precision and efficiency(b)EXCAVATION:- Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (of depth 375mm to 400mm) including disposal of excavated earth lead upto 50m and lift upto 1.5m, in hard/dense soil disposed earth to be leveled and neatly dressed.(c)HERBICIDES APPLICATION:-Providing herbicide application by mechanical sprayer with Glyphosate (Roundup, Casonova make) 500g (active) / per liter water mix applied at 2 liter/per hectare and / or as manufacturer\"s specification and slashing in works areas for weed control, as directed by engineer-in-charge.(d)SUBGRADE PREPARATION:- Proper construction of the subgrade is critical to the success of a USGA putting green. The subgrade should be shaped to match the general slope of the finished grade and must be smooth and firm, with no water-holding depressions. Subsurface drainage systems quickly remove excess water from putting greens. Place main drain pipes along the lines of maximum fall. Extend lateral drain pipes, spaced not more than 15 feet apart, to the putting green perimeter. All drain pipes should have a minimum continuous slope of 0.5 percent. Install perimeter drains immediately adjacent the cavity wall in low-lying areas.(e)GRAVEL LAYERS:- Supply and filling of average 2 to 12mm gravel stone aggregate up to a depth of 75mm and uniformly spreading the same to cover the subgrade with light compaction as directed by engineer-in-charge(f)ROOTZONE BLEEDING / ROOTZONE MIX:- Supplying and filling of USGA Root zone Mix sand of specified grading upto a depth of 300 mm with necessary compaction by watering and rolling, leveling with a level lawn or flat bedded rake in Apron Doubling Final raking to be done by a motorized bunker rake as required. As per direction of Engineer-In-Charge.(g)TIFWAY 419 GRASS:- Grassing / As per plans & Specifications of Apron Doubling including supplying with Tiffway 419 Grass stolons manually sprigging with organic manure mixed in the soil @ 50kg/100 sqm. i/c. coco peat/neem cake /leaf manure @ 10kg/100 sqm and then certified compost manure with a start fertilizer NPK or DAP @5kg/100 sqm and anti termite emulsion in required proportion i/c any other requisite material (nothing extra will be payable) complete as per the direction of engineer-in-charge as in following area. |
| 20 | Apron doubling Apreyane approx area 2000 Sqft complete all as specified and directed |
| 21 | Apron doubling Apreyane approx area 1500 Sqft complete all as specified and directed |
| 22 | Apron doubling Apreyane approx area 1000 Sqft complete all as specified and directed |
| 23 | BUNKER CONSTRUCTIONS:- Construction and formation of Bunkers areas after excavating manually by cutting and filling the earth to the designed contour levels and subsequent rolling and compaction to meet the requirement of respective area in following stages(a)SHAPPING OF BUNKER- Once the Engineer in charge marks off the shape and contour of the new putting green, the construction process begins. Contractor use a variety of heavy equipment to construct putting green, relying on skilled operators to carefully follow the architect/engineer\"s design. Specialized surveying equipment and digital mapping technology helps contractor implement the puttinggreen design with precision and efficiency(b)EXCAVATION:- Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (of depth 375mm to 400mm) including disposal of excavated earth lead upto 50m and lift upto 1.5m, in hard/dense soil disposed earth to be leveled and neatly dressed.(c)HERBICIDES APPLICATION:-Providing herbicide application by mechanical sprayer with Glyphosate (Roundup, Casonova make) 500g (active) / per liter water mix applied at 2 liter/per hectare and / or as manufacturer\"s specification and slashing in works areas for weed control, as directed by engineer-in-charge.(d)SUBGRADE PREPARATION:- Proper construction of the subgrade is critical to the success of a USGA putting green. The subgrade should be shaped to match the general slope of the finished grade and must be smooth and firm, with no water-holding depressions. Subsurface drainage systems quickly remove excess water from putting greens. Place main drain pipes along the lines of maximum fall. Extend lateral drain pipes, spaced not more than 15 feet apart, to the putting green perimeter. All drain pipes should have a minimum continuous slope of 0.5 percent. Install perimeter drains immediately adjacent the cavity wall in low-lying areas.(e)GRAVEL LAYERS:- Supply and filling of average 2 to 12mm gravel stone aggregate up to a depth of 75mm and uniformly spreading the same to cover the subgrade with light compaction as directed by engineer-in-charge(f)SAND FILLING:-Supplying and filling of bunker sand of approved specification to a average depth of 300mm to the desired profile and compaction and raked with motorized bunker rake to the design as per the direction of engineer-in-charge as in following area. |
| 24 | Bunkers 2 No bunkers near 1st green approx area 500 Sqft complete all as specified and directed |
| 25 | Bunkers 2 No bunkers near 2nd green approx area 600 Sqft compete all as specified and directed |
| 26 | Bunkers 2 No bunkers near 3rd green approx area 700 Sqft compete all as specified and directed |
| 27 | TEE BOXES:- Construction and formation of TEE BOXES areas after excavating manually by cutting and filling the earth to the designed contour levels and subsequent rolling and compaction to meet the requirement of respective area in following stages(a)SHAPPING OF TEE BOXES- Once the Engineer in charge marks off the shape and contour of the new putting green, the construction process begins. Contractor use a variety of heavy equipment to construct putting green, relying on skilled operators to carefully follow the architect/engineer\"s design. Specialized surveying equipment and digital mapping technology helps contractor implement the puttinggreen design with precision and efficiency(b)EXCAVATION:- Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (of depth 375mm to 400mm) including disposal of excavated earth lead upto 50m and lift upto 1.5m, in hard/dense soil disposed earth to be leveled and neatly dressed.(c)HERBICIDES APPLICATION:-Providing herbicide application by mechanical sprayer with Glyphosate (Roundup, Casonova make) 500g (active) / per liter water mix applied at 2 liter/per hectare and / or as manufacturer\"s specification and slashing in works areas for weed control, as directed by engineer-in-charge.(d)SUBGRADE PREPARATION:- Proper construction of the subgrade is critical to the success of a USGA putting green. The subgrade should be shaped to match the general slope of the finished grade and must be smooth and firm, with no water-holding depressions. Subsurface drainage systems quickly remove excess water from putting greens. Place main drain pipes along the lines of maximum fall. Extend lateral drain pipes, spaced not more than 15 feet apart, to the putting green perimeter. All drain pipes should have a minimum continuous slope of 0.5 percent. Install perimeter drains immediately adjacent the cavity wall in low-lying areas.(e)GRAVEL LAYERS:- Supply and filling of average 2 to 12mm gravel stone aggregate up to a depth of 75mm and uniformly spreading the same to cover the subgrade with light compaction as directed by engineer-in-charge(f)ROOTZONE BLEEDING / ROOTZONE MIX:- Supplying and filling of USGA Root zone Mix sand of specified grading upto a depth of 300 mm with necessary compaction by watering and rolling, leveling with a level lawn or flat bedded rake in Tee Boxes Final raking to be done by a motorized bunker rake as required. As per direction of Engineer-In-Charge.(g)TEE BOXES :-Grassing of Tees including supplying of \"Local/Native Indian hybrid Bermuda grass, as approved by engineer in-charge\" stolons/Seeding harvested from nursery manually sprigging with organic manure mixed in the soil @ 50kg/100 sqm. i/c. coco peat/neem cake /leaf manure @ 10kg/100 sqm and then certified compost manure with a start fertilizer NPK or DAP @5kg/100 sqm and anti termite emulsion in required proportion including raking, smoothening, rotera works / harrows over golf zones with tractor mounted implements (nothing extra will be payable) complete as per the direction of engineer-in-charge. |
| 28 | Tee Boxes 1st Tee Box approx area 200 Sqft compete all as specified and directed |
| 29 | Tee Boxes 2nd Tee Box approx area 225 Sqft compete all as specified and directed |
| 30 | Tee Boxes 3rd Tee Box approx area 240 Sqft compete all as specified and directed |
| 31 | Tee Boxes 4th Tee Box approx area 200 Sqft compete all as specified and directed |
| 32 | FAIRWAYS:- Construction and formation of FAIRWAYS areas after excavating manually by cutting and filling the earth to the designed contour levels and subsequent rolling and compaction to meet the requirement of respective area in following stagesSHAPPING OF GREEN:- Once the architect/ engineers marks off the shape and contour of the new putting green, the construction process begins. Builders use a variety of heavy equipment to construct putting green, relying on skilled operators to carefully follow the architect/engineer\"s design. Specialized surveying equipment and digital mapping technology helps builders implement the puttinggreen design with precision and efficiencyEXCAVATION:- Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 375mm to 400mm depth) including disposal of excavated earth lead upto 50m and lift upto 1.5m, disposed earth to be leveled and neatly dressed.HERBICIDES APPLICATION:- Providing herbicide application by mechanical sprayer with Glyphosate (Roundup, Casonova make) 500g (active) / per liter water mix applied at 2 liter/per hectare and / or as manufacturer\"s specification and slashing in works areas for weed control, as directed by engineer-in-charge.SUBGRADE PREPARATION:- Proper construction of the subgrade is critical to the success of a USGA putting green. The subgrade should be shaped to match the general slope of the finished grade and must be smooth and firm, with no water-holding depressions. Often, shaping the subgrade is the most difficult part of putting green construction because the soils may be very difficult to grade smoothly. Subsurface drainage systems quickly remove excess water from putting greens. Place main drain pipes along the lines of maximum fall. Extend lateral drain pipes, spaced not more than 15 feet apart, to the putting green perimeter. All drain pipes should have a minimum continuous slope of 0.5 percent. Install perimeter drains immediately adjacent the cavity wall in low-lying areas.GRAVEL LAYERS:- Supply and filling of average 2 to 12mm gravel stone aggregate up to a depth of 75mm and uniformly spreading the same to cover the subgrade with light compaction as directed by engineer-in-chargeFAIRWAY GRASS:- Grassing of Fairways / Rough including supplying of \"Local/Native Indian Bermuda grass, as approved by engineer in-charge\" stolons/Seeding harvested from nursery manually sprigging with organic manure mixed in the soil @ 50kg/100 sqm. i/c. coco peat/neem cake /leaf manure @ 10kg/100 sqm and then certified compost manure with a start fertilizer NPK or DAP @5kg/100 sqm and anti termite emulsion in required proportion including raking, smoothening, rotera works / harrows over golf zones with tractor mounted implements (nothing extra will be payable) complete as per the direction of engineer-in-charge. |
| 33 | 1st Fairway approx area 7000 Sqft compete all as specified and directed |
| 34 | 2nd Fairways approx area 10000 Sqft compete all as specified and directed |
| 35 | 3rd Fairways approx area 7335 Sqft compete all as specified and directed |
| 36 | 4th Fairways approx area 3000 Sqft complete all as specified and directed. |
| 37 | M & L Irrigation Works (Rate includes All Earth work(ie Excavation, returning & filling and removing the soil) and UPVC pipe line with all connected assesorries given as under i.efrom ser No. 20.01 to 20.09:- |
| 38 | Supplying and laying of UPVC pipesof 6Kg/cm2 and fittings of size 65mm dia in trenches/wall/surface complete all as specified and directed. |
| 39 | M & L PVC sprinkler of size 25mm dia complete all as specified and directed. |
| 40 | M & L PVC Gate valve of size 65mm dia complete all as specified and directed. |
| 41 | M & L UPVC socket of size 65mm dia complete all as specified and directed. |
| 42 | M & L UPVC Tee of size 65mm dia complete all as specified and directed |
| 43 | M & L UPVC Elbow of size 65mm dia complete all as specified and directed |
| 44 | M & L Liquid Solution complete all as specified and directed |
| 45 | M & L UPVC Grating(Shadal) of size 65mm dia complete all as specified and directed |
| 46 | Supplying and laying of UPVC pipesof 6Kg/cm2 and fittings of size 38mm dia in trenches/wall/surface complete all as specified and directed. |
| 47 | Supplying PVC 25mm dia pipe of 50 meter roll complete all as specified and directed |
| 48 | PHASE-IIMaintenance and supervision of Lawn and plantation, carpet grass etc as mentioned under item No 15.00 to 19.00including spreading of fertilizer, pesticides, insecticides in the desired periodicity, deweeding, watering and replacing dead plant with new plant etc and periodical maintenance by providing minimum one number of MALI(Labour) daily after sucessful completion of Phase-I work.NOTES:-(a)The contractor shall ensure that the contractor is having tract tanker, small tanks on rickshaw fitted with hose pipe etc, for watering purpose and requisite equipment for spraying the medicine on plants, ploughing the earth for deweeding out unwanted frowth/grass etc, in running condition throughout the period.(b)The foliager and other unwarranted items shall be removed from entire site.(c)Trained gardeners shall be depoloyed all the working days of the week except Sundays and national holidays.(d)Loose soft and cow dung pesticide/fertilizer etc will be deemed to be included in unit rate. (e)Phase-II to be carried out after completion of Phase-I (f) Water required for the work shall be supplied by contractor with his own cost and rate quoted by contractor shall deemed to be included in above aspect [For both Phase-I & Phase-II] |
