Outdoor Stadium

Loosening, Leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1 MORD / 305 MORTH. for Kabaddi court, Tennis Court, Net Practice Pitch for Cricket

Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD / 305 MORTH. for Kabaddi court, Tennis Court, Net Practice Pitch for Cricket

Loosening, Leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1 MORD / 305 MORTH.

Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD / 305 MORTH

RBR-EECD-5 : ii: Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3 MORD / 301 MORTH.

Item No.2.a (i) of HMDA (FSR-2019-20), Pg.39 -CARPET GRASS-KOREAN / MEXICAN : Making lawns by Dressing the surface to the desired shape, laying 6" layer of fine red soil, covered with a thin layer of sand, watering, rolling with hand roller (4" thckness after rolling), Laying carpet grass and ramming and regular watering and removal of weeds , Protection etc for 45 days for initial establishment including the cost of red earth, sand and labour charges and the cost of fertlizers, chemical but excluding the cost of Grass etc,. complete as per standard practice.

Based on Item No.6.a of HMDA (FSR), Pg.31 -Ground Covers : Bed preparation 6" layer of soil mixture 3:1:1 ratio red soil, farmyard manure and river sand and application of fertolizers (@ 20 gms/pit/sqmt), smooth surface as per design including cost of soil mixture, filling of the soil mixture and internal transportation of plants and planting of the ground cover.

Based on Item No.3.b of HMDA (FSR 2019-20 ), Pg.39- Hedge/shrub planting: : Digging the trench of size 30cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio internal transportation of plants and planting the plants including the application of fertilizers and perticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers @ 20 gms/pit/sqmt) and plant material

BLD-CSTN-2-1 (9): Earth work excavation in Ordinary Soil by Manual Means-Upto 3 m depth for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work excluding dewatering charges etc as per SS - 20 B (APSS 308).

BLD-CSTN-3-2 (19) -Using Concrete mixture all works up to Plinth Level: Plain Cement concrete nominal mix M10 grade using 40mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work.for foundation and under flooring bed.

RBR-FNDN-4 C (i): Providing R.C.C grade M 20 (Nominal Mix) concrete using 20 mm Graded Metal (MORD) for structures using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for drain base

RBR-FNDN-4 C (i): Providing R.C.C grade M 20 (Nominal Mix) concrete using 20 mm Graded Metal (MORD) for structures using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for drain walls

BLD-CSTN-8-10 - (85) : Plastering 12mm thick two coats with base coat of 8mm thick in C.M. (1:5) and top coat of 4mm thick in C.M. (1:3) with dubara sponge finishing including cost & conveyance of all materials like cement, Sand , Water, etc., to site, , all operational, including charges, labour charges for mixing mortar, finishing, scaffolding, lift charges, curing , including cutting grooves where ever necessary etc., complete for finished item of work.

Supplying and fixing of MS Grating over Storm water drain using 35mm x 35mm 6mm MS angle alround and 10mm MS square bars, horizontally at 75mm centre to centre and vertically at 125mm centre to centre- 2 Nos each including fixing with 4 Nos of MS Z holdfasts (2 on each side) duly making cutting masonry, fixing and making to original surface neatly and painting grill with one coat of red oxide primer including cost conveyance of all materials including cutting, bending, welding including all operational charges and all labour charges etc., complete for finished item of work.

RBR-CCPV-13 - i : Providing and Laying of Interlocking Concrete Block Pavements using precast concrete blocks for paving of M-40 grade and thickness not less than 80 mm for Medium traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's Specification including cost and conveyance of all materials and all labour chrges etc, complete..

RBR-EECD-8(c): Earthwork excavation for road way in soil by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge- (Hydraulic Excavator)

RBR-SBBS-11 B: Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.

BLD-CSTN-3-2 (19) -Using Concrete mixture all works up to Plinth Level: Plain Cement concrete M10 using 20mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work.for foundation and under flooring bed.

RBR-CCPV-5-Construction of M30 grade plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement @ 350 kg per cum or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.7-0.8 atmospheres as per the standard procedure floating with power floater, mechanical trawelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc., complete for finished item of work as directed by Engineer-in-charge of the work. (As per Quotation)

Providing Curing compound, including Spraying at 0.25 ltr/sqm including cost and conveyance of all material and all labour charges etc, complete.

TBSC-T.I-15 : Saw cut joints for freshly laid concrete pavement including all material and labour charges

Carting of surplus excavated rock/ earth/ dismanteled CC road material from the site to a distance suitable including loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete.

BLD-CSTN-2-1 (9): Earth work excavation in Ordinary Soil by Manual Means-Upto 3 m depth for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work excluding dewatering charges etc as per SS - 20 B (APSS 308).

Filling with gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

BLD-CSTN-2-8 (16) : Filling with HBG 2.36 mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

RBR-CCPV-13 - i : Providing and Laying of Interlocking Concrete Block Pavements using precast concrete blocks for paving of M-40 grade and thickness not less than 80 mm for Medium traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's Specification including cost and conveyance of all materials and all labour chrges etc, complete.

RBR-TSRA-29 : Cast in Situ Cement Concrete M20 Kerb: Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH

BLD-CSTN-12-12-(193) : Painting with Synthetic Enamel paints - One Coat - for New Wood Work, Old Wood Work & New Iron Work including cost and conveyance of all materials to site, , incidental, operational and all labour charges etc., complete for finished item of work. (APSS No. 1201, 1207 & 1212).

BLD-CSTN-2-1 (9): Earth work excavation in Ordinary Soil by Manual Means-Upto 3 m depth for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, including backfilling etc. complete for finished item of work excluding dewatering charges etc as per SS - 20 B (APSS 308).

BLD-CSTN-2-8 (16): Supply, Filling 40mm metal in readymade trench icluding cost and conveyance of all material and all labour charges etc for water harvesting structure., for finished item of work. (APSS NO. 309 & 310)

BLD-CSTN-2-8 (16) : Supply, Filling 20mm metal in readymade trench icluding cost and conveyance of all material and all labour charges etc for water harvesting structure., for finished item of work. (APSS NO. 309 & 310)

BLD-CSTN-2-8 (16) : Filling with Sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

BLD-CSTN-3-2 (19) - Using Concrete mixture all works up to Plinth Level: Plain Cement concrete M10 using 20mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work.for foundation and under flooring bed.

BLD-CSTN-5-4-(42): Brick Masonry 2nd Class Ground moulded or traditional size 23x11x7 Cm in Cement Mortor 1:6 Prop including Cost & conveyance of all Materials like Cement, Sand, Bricks, Water, etc., to site including all labour charges like mixing Cement Mortor, scaffoding charges lift charges , curing charges etc., complete for finished item of work

BLD-CSTN-8-9-(84) : Plastering 20mm thick two coats with base coat of 16mm thick in C.M. (1:6) and top coat of 4mm thick in C.M. (1:4) with dubara sponge finishing including cost & conveyance of all materials like cement, Sand , Water, etc., to site, , all operational, including charges, labour charges for mixing mortar, finishing, scaffolding, lift charges, curing , including cutting grooves where ever necessary etc., complete for finished item of work of uneven surfaces of walls. (For External walls).

Supply and fixing 110mm dia PVC pipes of confirming to IS Standareds with fittigs, including , offsets, doorbends, junctions, cowls, etc., laid on walls with necessary clamps, including wall bores & rendering the same in cement morter etc., and complete.

Splash Pad with with Polished Shahabad/Tandur stones slab of all sizes between 15-18 mm thick (Tandur Stone slabs) including cost of flooring stones and labour charges etc., complete for finished item of work, including the cost and conveyance of all materials.

BLD-CSTN-2-1 (9): Earth work excavation in Ordinary Soil by Manual Means-Upto 3 m depth for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, including backfilling etc. complete for finished item of work excluding dewatering charges etc as per SS - 20 B (APSS 308).

BLD-CSTN-3-2 (19) - Using Concrete mixture all works up to Plinth Level: Plain Cement concrete nominal mix M10 grade using 40mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work.for foundation and under flooring bed.

BLD-CSTN-3-14-(31) - A : Supply and placing of M25 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. For FOOTINGS Note : 1) The cement content is adopted as 380Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 380 Kgs/ Cum the difference in cost shall be deducted.

BLD-CSTN-3-14-(31) - A : Supply and placing of M25 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. For PLINTH BEAMS Note : 1) The cement content is adopted as 380Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 380 Kgs/ Cum the difference in cost shall be deducted.

BLD-CSTN-3-14-(31) - A : Supply and placing of M25 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. For RCC Columns Below, Above Gl & Gate colomn Note : 1) The cement content is adopted as 380Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 380 Kgs/ Cum the difference in cost shall be deducted.

BLD-Amendment Sl No. 5: Providing High Yield Strength Deformed (HYSD) (Fe 500/550/550D) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including all charges on all materials etc., complete for finished item of work in all floors.( APSS No.126)

BLD-CSTN-5-4-(42): Brick Masonry 2nd Class Ground moulded or traditional size 23x11x7 Cm in Cement Mortor 1:6 Prop including Cost & conveyance of all Materials like Cement, Sand, Bricks, Water, etc., to site including all labour charges like mixing Cement Mortor, scaffoding charges lift charges , curing charges etc., complete for finished item of work.

BLD-CSTN-8-9-(84) : Plastering 20mm thick two coats with base coat of 16mm thick in C.M. (1:6) and top coat of 4mm thick in C.M. (1:4) with dubara sponge finishing including cost & conveyance of all materials like cement, Sand , Water, etc., to site, , all operational, including charges, labour charges for mixing mortar, finishing, scaffolding, lift charges, curing , including cutting grooves where ever necessary etc., complete for finished item of work of uneven surfaces of walls. (For External walls).

BLD-CSTN-3-11-(28) Using Concrete mixture up to Plinth Level: Plain Cement concrete nominal mix m-20 (Cement : fine aggregate: coarse aggregate ) using 20mm size Hard Granite Machine Crushed Graded Metal like cement, sand, coarse aggregate water etc., to site , labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work with nomonal reinforcement

BLD-CSTN-11-5-(162) : White washing two coats with whiting of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, including conveyance charges of materials

BLD-CSTN-11-8-(164) : Colour washing two coats with approved Colour and quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, including conveyance charges of materials

Supplying and fixing of MS Gate using 45 x 45 x 6mm MS equal angle alround and 2 Nos 35x35x5mm Equal angles horizontal supports at 0.50m c/c, 2.00mm MS sheet at bottom 0.30m height and 12mm MS square bars Vertically at 125mm centre to centre including fixing with 4 Nos of MS Z holdfasts (2 on each side) duly making cutting brick masonry, fixing and making to original surface neatly and painting gate with one coat of red oxide primer including cost and conveyance of all materials,Locking arrangment, Ornamental pieces etc ,cutting, bending, welding including all operational charges and all labour charges etc., complete for finished item of work.