Directorate Of Sports And Youth Affairs has published Construction Of Athletic Track In Taluka Krida Sankul At Construction Of Athletic Track In Taluka Krida Sankul AtPurandar. Submission Date for this Tender is 12-08-2020. Sports Complex Tenders in District Sports Complex Yerwada Pune 411006 Maharashtra. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 04-Aug-2020 | pre bid points | Other | 12-08-2020 |
| Name of Work: Construction of Athletic Track at Taluka Krida Sankul- Purandar, Tal.Purandar, Dist.Pune. | |||||
|---|---|---|---|---|---|
| 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 | 1502.9 | Cubic Meter |
| 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 | 601.15 | Cubic Meter |
| 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 | 42.93 | Cubic Meter |
| 5 | 1.04 | Excavation for catch/ side water gutter in all sorts of soils to the specifide section including stacking the excavated stuff in a regular bund and disposing of unsutabale or excess stuff as directed | BI01010001010000000000000515BI0100001116 | 324.76 | Cubic Meter |
| 6 | 1.05 | 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) | BI01010001010000000000000515BI0100001117 | 891.2 | Cubic Meter |
| 7 | 1.06 | 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) | BI01010001010000000000000515BI0100001118 | 42.77 | Cubic Meter |
| 8 | 1.07 | Providing and laying Cast in situ/ Ready Mix cement concrete in Mix-20 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete Coping to plinth or parapet and sill of doors and windows moulded as per detailed drawings or chamfered as approved by the Engineer including centering, formwork, cover blocks, laying/ pumping, compacting , curing , finishing and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel), with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisitionenabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete, with fine aggregate (Natural Sand/ Crushed Sand V.S.I. Grade finely washed etc.) | BI01010001010000000000000515BI0100001119 | 20.58 | Cubic Meter |
| 9 | 1.08 | Providing, laying, spreading and compacting stone aggregates of specific 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 milimetre Aggregate). | BI01010001010000000000000515BI0100001120 | 644.1 | Cubic Meter |
| 10 | 1.09 | Supplying, filling, spreading & leveling gravels Brick bats of specified size , in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. | BI01010001010000000000000515BI0100001121 | 429.4 | Cubic Meter |
| 11 | 1.1 | Compacting the sub grade / gravel / size metal (100 mm loose) layers for all widths with vibratory roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. | BI01010001010000000000000515BI0100001122 | 4294 | Square Metre |
| 12 | 1.11 | Providing second class Burnt Brick masonry with conventional /Indian Standard 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 complete. | BI01010001010000000000000515BI0100001123 | 152.29 | Cubic Meter |
| 13 | 1.12 | Providing and laying concrete pipe of Indian Standard Non Pressure class of 300 milimetre 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. | BI01010001010000000000000515BI0100001125 | 162 | Running Metre |
| 14 | 1.13 | Providing soak pit of size 120 centimetre x 120 centimetre x 120 centimetre including excavating and filling with brick-bats. | 12 | Number | |
| 15 | 2 | Providing rough cast cement plaster externally in two coats with coloured cement finish to concrete/ brick/ stone masonry surfaces in all positions with base coat 12 to 15 milimetre thick in cement mortar 1:4 using gray cement and rough cast treatment 12 milimetre thick in proportion of 1:1.5:3 using colour pigment including scaffolding and fourteen days curing etc. complete. | 465 | Square Metre | |
| 16 | 2.01 | Precast R.C.C. grating with frame 500x450 mm horizontal grating | 877 | Number | |
| 17 | 2.02 | Supplying on site garden soil well sieved 90% to pass through I.S. sieve of 10mm sixe free from stones rubbish like dried grass roots and otther such materials. The soil should be fresh from quarry. The colour of the soil generally be red. The soil will be measured by measuring box. (farma) (Item includes transporting, loading/unloading etc. lead charges for 20 k.m is considered. | 429.4 | Cubic Meter | |
| 18 | 3 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade,camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed complete. | 12000 | Cubic Meter | |
| 19 | 3.01 | Watering and compacting of embankment formed of materials obtained from the road cutting, within a lead of 50 metre, not less than 97 percent of standard proctor density after laying them in layers of 20 centimetre to 30 centimetre with vibratory roller. | 12000 | Cubic Meter | |
| 20 | 3.02 | Testing Charges for conducting BASIC TEST OF CEMENT.Standard Consistancy Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength and Soundness test. | 1 | Number | |
| 21 | 3.03 | Testing Charges for conducting BASIC TEST OF AGGREGATE. Water Absorption, Specific Gravity,Impact Value Crushing Value test. | 2 | Number | |
| 22 | 3.04 | Testing Charges for conducting BASIC TEST OF AGGREGATE. Sieve Analysis test. | 6 | Number | |
| 23 | 3.05 | Testing Charges for conducting BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test. | 4 | Number | |
| 24 | 3.06 | Testing Charges for conducting FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test. | 4 | Number | |
| 25 | 3.07 | Testing Charges for conducting BRICKS Water Absorption (Set of 5 Bricks), Compressive Strength ( Set of 5 Bricks), Efflorescence (Set of 5 Bricks) test. | 2 | Number | |
| 26 | 3.08 | Testing Charges for conducting CONCRETE Compressive Strength OF Cement Concrete Cube (Set of 3 cubes) test. | 7 | Number | |
| 27 | 3.09 | Testing Charges for conducting MORTAR Compressive Strength( Set of 3 Cubes) test. | 2 | Number | |
| 28 | 3.1 | Testing Charges for conducting SOIL / MURUM Sieve Analysis test. | 1 | Number | |
| 29 | 3.11 | Testing Charges for conducting SOIL / MURUM Liquid limit & plastic Limit test. | 11 | Number | |
| 30 | 3.12 | Testing Charges for conducting SOIL / MURUM Compaction Test (Proctor Density). | 5 | Number | |
| 31 | 3.13 | Testing Charges for conducting SOIL / MURUM C.B.R. Test (Lab) Excluding compaction test. | 5 | Number | |
| 32 | 3.14 | Testing Charges for conducting SOIL / MURUM Field Density test by Sand Replacement Method. | 28 | Number | |
| 33 | 4 | Additional Royalty Charges | 1661.31 | Cubic Meter |
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