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| 1 | Dismantling of existing synthetic turf including scarification of bitumen layer to required depth as required as per site conditions for changing the gradient land disposal of mock and turf at location as directed by Engineer-in-Charge. |
| 2 | Taking out existing CC interlocking Paver Blocks from footpath / central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground for which payment shall be made separately and stacking of serviceable material within 50 meter lead as per direction of Engineer-in-Charge |
| 3 | Dismantling of FencingDismantling of barbed wire fencing / wire mesh fencing including cutting of earth, foundation concrete, posts, back filling of pit by manual means including disposal of dismantled material with all lifts and up to a lead of 1000 meters, stacking serviceable material and unserviceable material separately. |
| 4 | Taking out existing Hockey Turf and depositing the same as instructed by Engineer-in-Charge |
| 5 | Dismantling of Existing bituminous surface (Flexible pavement) upto average depth of 50 mm by way of mechanical milling, including loading of dismantled material and transportation of same to the dumping ground / place as directed by the Engineer-in-Charge includes all lead and lift. |
| 6 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications. |
| 7 | Prime coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications. |
| 8 | Providing and applying tack coat with low viscosity bitumen of VG 10 grade using bitumen pressure sprayer on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of [email protected] kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer) |
| 9 | Dense Graded Bituminous Macadam Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 505 of specification complete in all respects.Using Batch Mix Plant of appropriate capacityfor GradingII(19 mm nominal size) Bitumen Content minimum 4.5% with bitumen 60/70 (VG 30) |
| 10 | Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 507 of specificationUsing Batch Mix Plant of appropriate capacity, for Grading-II (30-40 mm thickness ) Bitumen Content minimum 5.4%with 60/70 bitumen(VG-30) |
| 11 | Providing laying and rolling of 20 mm thick open-graded premix carpet (thickness not less than 20 mm at any place) conposed of 13.2 mn graded aggregate size @ 0. 18 cum per 10 sqm &11.2 mm graded size 0.09 cum per 10 sqm using with bituminous binder @ 13.43 kg per 10 Sqm (i.e 92% of standard bitumen) and 8 % waste processed plastic by weight shall be used for coating aggregate after its heating as per IRC:SP:98- 2013, laying to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in s suitable plant, laying and rolling with a three wheel 8 to 10 ton static roller capacity, finished to required level and grades as per technical specification clause 508 to be seal coat of either type A, type B or type C as per technical specification Note- The above shall be included in the DPR and executed with prior written permission from the E-IN-C MPPWD. Bitumen ( VG-10) |
| 12 | Providing and laying factory made coloured chamfered edge Cement Concrete Paver Blocks of required strength, thickness and size/shape, made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of stone dust, compacting and proper embedding / laying of inter lockding paver blocks into the bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand including locking edges with M15 cement concrete in footpath, light traffice parking etc. complete as per direction of Engineer-in-Charge. 80 mm thick CC Paver block of M35 grade with approved colour, design and pattern |
| 13 | Supplying and installation of Synthetic Hockey Turf having minimum 13mm pile height of global category surface with minimum 15mm cast in-situ shock pad on prepared bituminous surface maintaining International Hockey Federation (FIH) specifications. The FIHapproved Synthetic Hockey Turf should be impermeable to water, UV protected which can withstand the toughest constant stresses hockey. The Synthetic Turf should be of suitable colour approved by FIH as per direction of the Engineer-inCharge with appropriate border all conforming to FIH specifications. After satisfactory completion of the work, Global Category FIH Certificate is to be submitted.NOTE: 1. The agency should be in the approved list of FIH preferred builders and have supplied and installed at least 02 FIH Certified Global Category Hockey Field in India with the same proposed product/brand including complete subbase during the last 03 years in their individual capacity and not as Joint Venture.2. The proposed product/brand should be of European/American/Australian origin only.3. The proposed product should be from the list of FIH Preferred Suppliers/ FIH Preferredmanufacturers. |
| 14 | Providing, installing and testing of field irrigation system POP up type / 8 nozzle the irrigation system should be capable of applying the required water over the field in a time not exceeding 10 minutes as per norms of FIH (i.e. for a hockey turf water applied should be 1.5mm to 2 mm per irrigation cycle) there should be no sprinklers located within the field of play or withing 2 m of an end line or 1 m of a side line. When closed, the covers of the sprinklers should sit flush with the surrounding hockey turf, so they do not form a trip point, or cause balls hitting them to lift from the playing surface. the system should be based on an automatically controlled irrigation system capable of applying the required watering over the field in a time not exceeding 10 minutes. the pop-up sprinklers (or rain-guns) should be fitted with 90◦ or 180◦ sectoring capability Sprinklers should be individually controlled to allow them to operate individually or in matched arc pairs. The design of the irrigation system should consider prevailing wind directions and minimise water spray dift onto spectators. Application rates should be adjusted by varying the run time of the sprinklers and the control panel should be capable of operating in minutes and seconds. each application cycle should ensure the entire playing area and surrounds are watered. the control panel should the following cycles rate shall be inclusive of providing PE pipe of suitable pressure, outer dia of suitable size to deliver water at required capacity, pop up type sprinkers, 3 phase motor of 50 HP (crompton, kirloskar, grunfos) disc type prefilters of suitable capacity, full cycle 8-10 minutes. Half cycle (full coverage) 3-4 minutes. Make: Automat/Rainburd/Toro. |
| 15 | Supply and fixing of water trays turf at entrance gate water tray for foot wash |
| 16 | Supplying and fixing of aluminum goal post for Hockey as per drawing, design and specifications approved by FIH including all fittings and net etc. |
| 17 | Supply and installation of dugouts each having 12 member capacity all as per FIH Standard. |
| 18 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil |
| 19 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth levelM-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate |
| 20 | Providing and laying in position machine batched, machine mixed cement concrete (BMC) of M-20 grade for reinforced cement concrete work using cement content as per approved mix design including use of admixtures in recommended proportions as per IS 9103 to accelerate/retard setting, improve workability of concrete without impairing strength and durability as per direction of Engineer-in charge and pumping of concrete to site of laying and finishing but excluding the cost of centering, shuttering, and reinforcement. (Note: - Minimum cement content is 320 kg/cum) and no extra payment for extra cement used as per mix design. All works upto plinth level. |
| 21 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete .(Note:- 1. Spacer bars (chairs)shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3. Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”)Thermo-Mechanically Treated bars.FE 500 D or more conforming to IS 1786 |
| 22 | Centering and shuttering in cluding strutting, propping etc. and removal of form for:Foundations, footings, bases of columns, etc. for concrete upto plinth level. |
| 23 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 24 | Design, supply, fabrication, taransportion and erection of structural steel/mild steel built-up sections for steel building in column, rafter, truss, floor joist, wind bracings, tie beam, foundation bolts, fasteners etc. Including two coats ofEpoxy paint and one coat of primer. These structural steel/built-up sections shall be manufactured using advanced CNC Plasma/Oxy Acetylene cutter and H Beam Welding line. Welding shall be in full depth on both sides of the plate adopting relevant I.S Code.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Please Enable Macros to View BoQ information |
