Directorate Of Sports And Youth Affairs has published Construction In Taluka Krida Sankul At Purandar Construction Of Athletic Track Wrestling Ground With Arena In Taluka Krida Sankul At Purandar. Submission Date for this Tender is 17-09-2019. Civil Work Tenders in District Sports Complex Yerwada Pune 411006 Maharashtra. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of 400m athletic track with Site Development & wrestling ground Mud & Mat with arena in Taluka Krida Sankul at Purandar | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of Athletic track 400mtr | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means (As per R.A. 1a) | BI01010001010000000000000515BI0100001113 | 4046.85 | cum |
| 3 | 1.02 | Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means (As per R.A. 2a) | BI01010001010000000000000515BI0100001114 | 4721.33 | cum |
| 4 | 1.03 | Excavation for foundation in hard murum and boulders including removing the excavated material up to a distance 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5m.) By Mechanical Means (As per R.A. 3a) | BI01010001010000000000000515BI0100001115 | 1348.95 | cum |
| 5 | 1.04 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) By Mechanical Means (As per R.A. 4a) | BI01010001010000000000000515BI0100001116 | 337.24 | cum |
| 6 | 1.05 | Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift from 1.5m To 3.0 m.) By Mechanical Means (As per R.A. 5) | BI01010001010000000000000515BI0100001117 | 337.24 | cum |
| 7 | 1.06 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. (As per R.A.6) | BI01010001010000000000000515BI0100001118 | 1438.46 | cum |
| 8 | 1.07 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (As per R.A.7) | BI01010001010000000000000515BI0100001119 | 44.75 | cum |
| 9 | 1.08 | Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete. (As per R.A.8) | BI01010001010000000000000515BI0100001120 | 798.87 | cum |
| 10 | 1.09 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete (As per R.A.10) | BI01010001010000000000000515BI0100001121 | 674.48 | cum |
| 11 | 1.1 | Providing, laying, spreading and compacting stone aggregates ofspecific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) (As per R.A.12) | BI01010001010000000000000515BI0100001122 | 449.65 | cum |
| 12 | 1.11 | Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. (As per R.A.13) | BI01010001010000000000000515BI0100001123 | 81.68 | rm |
| 13 | 1.12 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts,\nlaying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) (As per R.A.21) | BI01010001010000000000000515BI0100001125 | 1011.71 | cum |
| 14 | 1.13 | Providing and laying Fin Drains (Drainage Composite) TFI TDC-55130W CE Marked indigenously manufactured by thermo bonding a polypropylene drainage core- Geonet comprises of two sets of parallel overlaid ribs integrally connected to have a rhomboidal shape and Needle Punched & Thermally Bonded Nonwoven Geotextile on the prepared sub base of paved/unpaved roads & behind the RE wall by replacing granular filter media for separation, drainage & filtration application with necessary overlaps as per drawing etc. complete . (Specification: MORTH Section-700 ) with prior approval of concerned Superitending Engineer. (As per R.A.20) | 186.06 | Sqm | |
| 15 | 2 | (Site Development ) Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5m ) By Mechanical Means ( As per R.A.1a) | 2401.11 | Cum | |
| 16 | 2.01 | (Site Development ) Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. (As per R.A.13) | 292 | rm | |
| 17 | 2.02 | (Site Development ) preparing Lawns- (20 cms. depth) Excavating the ground to a required depth of 20 cms. Removing and Conveying unwanted stuff to a to a required distance as directed. Filling fresh garden soil/silt & manure in 3:1 proportion to a height of 20 cms. Mixing soil and Manure thoroughly ,well leveling, watering on previous night . Planting required variety of lawn grass as directed and maintainging till well established by watering, weeding, clipping, rolling, etc. complete.. (R.A. No. 2) (As per R.A.19) | 3958 | sqm | |
| 18 | 3 | (wrestling ground Mud) Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m) By Mechanical Means (Lift upto 1.5m) ( As per R.A.1a) | 86.4 | Cum | |
| 19 | 3.01 | Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m) By Mechanical Means(Lift from 1.5m to 3.0m) ( As per R.A.1b) | 86.4 | Cum | |
| 20 | 3.02 | Excavation for foundation in Hard murum including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 to 3.0m.) By Mechanical Means(Lift from 1.5m to 3.0m) By Mechanical Means (Lift upto 1.5m) ( As per R.A.2a) | 100.8 | Cum | |
| 21 | 3.03 | Excavation for foundation in Hard murum including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 to 3.0m.) By Mechanical Means(Lift from 1.5m to 3.0m) By Mechanical Means (Lift from 1.5m to 3.0m) ( As per R.A.2b) | 100.8 | Cum | |
| 22 | 3.04 | Excavation for foundation in Hard murum and boulders including removing the excavated material upto a distance of 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means (Lift upto 1.5m) ( As per R.A.3a) | 28.8 | Cum | |
| 23 | 3.05 | Excavation for foundation in Hard murum and boulders including removing the excavated material upto a distance of 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means (Lift from 1.5m to 3.0m) ( As per R.A.3b) | 28.8 | Cum | |
| 24 | 3.06 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming ,watering including shoring and strutting etc. complete. (Lift from 1.5m To 3.0 m.) By Mechanical Means (Lift upto 1.5m) ( As per R.A.4a) | 7.2 | Cum | |
| 25 | 3.07 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming ,watering including shoring and strutting etc. complete. (Lift from 1.5m To 3.0 m.) By Mechanical Means (Lift from 1.5m to 3.0m) ( As per R.A.4b) | 7.2 | Cum | |
| 26 | 3.08 | Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift from 1.5m To 3.0 m.) By Mechanical Means s (As per R.A.5) | 14.4 | Cum | |
| 27 | 3.09 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. (As per R.A.6) | 24.19 | Cum | |
| 28 | 3.1 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (As per R.A.7) | 24.19 | Cum | |
| 29 | 3.11 | Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete. (As per R.A.8) | 9 | Cum | |
| 30 | 3.12 | considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)(As per R.A.14) | 1.69 | Cum | |
| 31 | 3.13 | Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. (As per R.A.15) | 48 | Cum | |
| 32 | 3.14 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts,\nlaying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) (As per R.A.21) | 57.6 | Cum | |
| 33 | 4 | (Wrestling ground Mat) Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means (As per R.A. 1a) | 77.76 | Cum | |
| 34 | 4.01 | Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means (As per R.A. 2a) | 90.72 | Cum | |
| 35 | 4.02 | Excavation for foundation in hard murum and boulders including removing the excavated material up to a distance 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5m.) By Mechanical Means (As per R.A. 3a) | 25.92 | Cum | |
| 36 | 4.03 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) By Mechanical Means (As per R.A. 4a) | 6.48 | Cum | |
| 37 | 4.04 | Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift from 1.5m To 3.0 m.) By Mechanical Means (As per R.A. 5) | 6.48 | Cum | |
| 38 | 4.05 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. (As per R.A.6) | 28.8 | Cum | |
| 39 | 4.06 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (As per R.A. 7) | 21.6 | Cum | |
| 40 | 5 | (Wrestling seating) Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means (As per R.A. 1a) | 308.31 | Cum | |
| 41 | 5.01 | Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means (As per R.A. 2a) | 359.7 | Cum | |
| 42 | 5.02 | Excavation for foundation in hard murum and boulders including removing the excavated material up to a distance 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5m.) By Mechanical Means (As per R.A. 3a) | 102.77 | Cum | |
| 43 | 5.03 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) By Mechanical Means (As per R.A. 4a) | 25.69 | Cum | |
| 44 | 5.04 | Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift from 1.5m To 3.0 m.) By Mechanical Means (As per R.A. 5) | 25.69 | Cum | |
| 45 | 5.05 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. (As per R.A.6) | 77.08 | Cum | |
| 46 | 5.06 | Providing uncoursed rubble trap /quartzite /gneiss stone masonary in cement mortar 1:5 for piers, abutments, wings, returns, head-walls, parapet etc. including bailing out of water, striking joints of the non exposed faces, pointing the exposed faces with cement mortar 1:3, scaffolding, watering to masonary and etc. complete. (As per R.A.16) | 117.06 | Cum | |
| 47 | 5.07 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (As per R.A.7) | 117.06 | Cum | |
| 48 | 5.08 | Filling in plinth and floors with approved excavated material in 15cm. to 20cm. layers including watering and compacting etc. complete. (As per R.A.17) | 685.14 | Cum | |
| 49 | 5.09 | Providing and fixing heavy duty inter locking concrete Coloured paving blocks of 40 mm thickness of having a strength of 200 kg/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete. (As per R.A.18) | BI01010001010000000000000515BI0100001126 | 1200 | Sqm |
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