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| 1 | Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000 metersExcavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting suitable earth with all lifts and lead upto 1000 m as relevent clauses of section-300 of specification. (50% qty considered for soil excavation) |
| 2 | Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300 |
| 3 | Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. |
| 4 | 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. |
| 5 | 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. |
| 6 | 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 specifications., @0.30 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer) |
| 7 | 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) |
| 8 | 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 capacityfor Grading-II (30-40 mm thickness ) Bitumen Content minimum 5.4%with 60/70 bitumen(VG-30) |
| 9 | 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-30) |
| 10 | Dry Lean Cement Concrete Sub- baseConstruction of dry lean cement concrete Sub- base over a prepared sub-grade or drainage layer with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determinedduring trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver finisher with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect. |
| 11 | Cement Concrete PavementConstruction of un-reinforced, dowel jointed, plain cement concrete pavement with M-30 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed ina batching and mixing plant as per approved mix design, transported to site, laid with electronic sensor slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc. |
| 12 | 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 FIH approved 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-in-Charge 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 sub base 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 Preferred manufacturers. |
| 13 | 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. |
| 14 | Supply and fixing of water trays turf at entrance gate water tray for foot wash |
| 15 | Supplying and fixing of aluminum goal post for Hockey as per drawing, design and specifications approved by FIH including all fittings and net etc. |
| 16 | Supply and installation of dugouts each having 12 member capacity all as per FIH Standard. |
| 17 | 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 |
| 18 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :M-10 Nominal (Mix -1 Cement : 3 sand : 6 graded stone aggregate) |
| 19 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :M-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 | Centering and shuttering in cluding strutting, propping etc. and removal of form for:Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc. |
| 24 | Centering and shuttering in cluding strutting, propping etc. and removal of form for:Lintels, beams, girders, bressumers and cantilevers |
| 25 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 26 | Providing and fixing of Precast RCC Drain cover of size 750 x 600 x 70 mm (thickness) with 6 holes, manufactured by using M-30 grade of concrete reinforced with 8 mm dia Tor Steel @ 100 c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @ top face will have broom finish etc complete |
| 27 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia. 3mm including strengthening with 2mm dia. wire or nuts, bolts and washers as required complete, with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1cement :5 sand : 10 graded stone aggregate 40mm nominal size) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, as per the direction of Engineer-in- Charge. (cost of post painting earth work & C.C. to be paid separately) |
| 28 | 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 |
