Jammu And Kashmir State Sports Council has published Design And Construction Of Synthetic Athletic Track Surface Full Pur System 15Mm Thick Including Other Allied Civil Works With Annual Maintenance Of 3 Years At Gcope At Ganderbal Kashmir . . Submission Date for this Tender is 27-10-2020. Civil Work Tenders in GANDERBAL Jammu And Kashmir. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 29-Sep-2020 | EXTENSION OF DATES | Date | 14-10-2020 |
2 | 08-Oct-2020 | EXTENSION OF CRIICAL DATES | Date | 27-10-2020 |
3 | 20-Oct-2020 | Corrigendum | Technical Bid | 27-10-2020 |
Name of Work: Design & Construction of Synthtetic Athletic Track Surface including allied Civil Works with annual maintenance for three years at Govt. College of Physical Education (GCOPE) at Ganderbal, Kashmir. | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller including making good the undulation etc. and disposal of surplus earth upto 500 metres lead or as directed by Engineer Incharge at site incl. Soil treatment for Anti Weed by way of injecting Chemical Emulsion for anti weeding in 1:20 ratio in holes @ 30 Cm Centre to Centre. | BI01010001010000000000000515BI0100001113 | 7700 | Sqm |
2 | 2 | Supply & stacking of graded stone aggregate,stone screening and binding material at site incl. laying of water bound macaddam with specified stone aggregate, stone screening and binding material incl. screening, sorting, spreading to template and consolidation with PRR of 8-10 Tonne capacity etc. complete with all carriage. A) Sub-base with stone aggregate 90-45mm incl. stone screening 13.2mm | BI01010001010000000000000515BI0100001114 | 1155 | Cum |
3 | 3 | B) Base course with stone aggregate 63-45mm incl. stone screening 13.2mm | BI01010001010000000000000515BI0100001115 | 770 | Cum |
4 | 4 | Providing and laying wet mix macadam on prepared sub grade/sub base with crushed quarry stone aggregate of specified grading as per IRC/MOST specification including mixing crushed material with predetermined quantity of water in accordance with specification to form dense mass which is spread and rolled with vibratory roller 80/100KN capacity speed of which should not exceed 5KM/Hour for each layer, rolling should continue till 98% density is achieved to approved grade and X-section the mixing is to be prepared in approved mech, mixing plant of suitable capacity including laying of cold emulsion with pressure sprayer at the rate 0.75 kgs/sqm complete, including cost of all materials, leads, lifts octroi charge, taxes etc. complete. | BI01010001010000000000000515BI0100001116 | 770 | Cum |
5 | 5 | Providing and applying tack coat using hot straight run bitumen of grade 80/ 100Including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface to remove all dirt, dust, mud etc. and finally booming the surface as per specifications.On W.M.M.@ 0.75 Kg/sqm | BI01010001010000000000000515BI0100001117 | 7700 | Sqm |
6 | 6 | Providing and laying 50mm thick dense asphaltic base course using mineral aggregate satisfying the gradation set out in specifications with 5% binder content (By weight of total mix) with the aid of hot mix plant and paver finisher including rolling with road roller of 8 to 10 tonne capacity to achieve required compaction and density compacted thickness with bitumen of grade VG-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate} prepared in Batch Type Hot Mix lant of 100-120 TPH capacity including cost of all materials, leads, lifts octroi charge, taxes etc. complete. | BI01010001010000000000000515BI0100001118 | 385 | Cum |
7 | 7 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade 80/100 bitumen '. per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with Power road Roller of 8-10 tonne capacity / compactor including cost of all materials, leads, lifts octroi charge, taxes etc. complete. | BI01010001010000000000000515BI0100001119 | 7700 | Sqm |
8 | 8 | Providing and laying minimum 15 cm thick cement concrete slab over the existing sub base with a nominal mix of 1:1:2 (1 cement 1 coarse sand; 2 graded stone aggregate 20mm nominal size) for making throwing circles for Discus/Hammer/Shot put in required diameter/size incl cost of providing expanded metal mesh of size 20* 60mm and strands 3.25mm wide 1.6mm thick weighing 3 64 kg per sqm as reinforcement, centering and shuttering and costof fixing the required throwing circle rings for discus/hammer/shot put with necessary fixing arrangements and providing and fixig brass tube of 4mm dia centering hole and providing and laying required drainage pipes in desired position and level including necessary making all complete as per requirement/specification laid down by IAAF and as per the direction of engineer in charge the finished surface of concrete base slab shall have required non skid/non slippery finish and gradient as per requirement/specification, (the cost of throwing circle rings is not included in this item and shall be paid as part of competition equipment). | BI01010001010000000000000515BI0100001120 | 5 | No. |
9 | 9 | Providing & laying synthetic athletic track surface ( Full PU System) incl. marking on the surface & including required competition equipment's as per IAAF specifications. A) Normal stress area with a minimum thickness 13-15mm of finished track surface | BI01010001010000000000000515BI0100001121 | 7054.65 | Sqm |
10 | 10 | B) Medium stress area with a minimum thickness 18-20mm of finished track surface | BI01010001010000000000000515BI0100001122 | 239.73 | Sqm |
11 | 11 | C) High stress area with a minimum thickness 20- 25 mm of finished track surface | BI01010001010000000000000515BI0100001123 | 24.705 | Sqm |
12 | 12 | Construction of jumping pits incl. sand filling as per IAAF drawing incl. cost and carriage | BI01010001010000000000000515BI0100001124 | 2 | No. |
13 | 13 | Construction of Steeplechase pit inside North D portion as per IAAF drawings | BI01010001010000000000000515BI0100001125 | 1 | No. |
14 | 14 | Providing & fixing chlorinated Polyvinyl (CPVC) pipes 20mm dia or as desired having thermal stability for for hot and cold water supply including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per the direction of engineer incharge. | BI01010001010000000000000515BI0100001126 | 250 | Mtr |
15 | 15 | Providing & fixing gun metal gate valve with C.I wheel of approved quality/make 40mm dia. | BI01010001010000000000000515BI0100001127 | 4 | Each |
16 | 16 | Supplying/ stacking and laying of good earth (Sweet earth) at site free from any hard material and vegetation including consolidation with Power Road Roller suitable for turfing using skilled labours for levelling to required gradient and slope as per the instruction of Engineer incharge incl. all leads, lifts, royalty and carriage complete | BI01010001010000000000000515BI0100001128 | 4620 | Cum |
17 | 17 | SITC of electric Water Motor 5 HP of Crompton Greeves or eq. make including reqd. electrification and electric acceesories MCCBS (TPN) Switches required Service line including construction of Closed shed Made of 1mm MS Sheet ocer angle iron frame work, Cement Concrete bed 1' -6" Over Ground Level incl. making necessary connections of motor with main water supply and main power supply line. the shed housing the motor should have SS Door, locking arrangements and coloured GI Sheet Roofing Over Steel Trusses. Size of Shed 3'x4'x7' height | BI01010001010000000000000515BI0100001129 | 1 | No. |
18 | 18 | Supply / Fixing of High Density Water Pipe flexible 25mm Nominal Bore duly jet fitted of approved quality and make. | BI01010001010000000000000515BI0100001130 | 400 | Mtr |
19 | 19 | Construction of Water Storage Sump of size 3M X 3M X 2M deep made of M20 RCC Mix walls bed and top slab incl trench excabvation, laying of lean concrete 15Cm over stone soling 15Cm. The inner walls should be duly finished with cement plaster in 1:4 mix with Cement Slurry incl. C.I Manhole cover with frame of size 60Cm X 60Cm heavy duty incl. cost and carriage of all materials involved. | BI01010001010000000000000515BI0100001131 | 1 | No. |
20 | 20 | Construction of Chain Link Fencing Earthwork excavation by manual means in trenches in all kinds of soil for foundations incl. disposal of excavated earth beyond the site or as directed, disposed earth is to be levelled and neatly dressed incl. dewatering of trenches during execution if required. | BI01010001010000000000000515BI0100001132 | 253.13 | Cum |
21 | 21 | Supply and laying of stone soling at site of required size hand packed incl. ramming with heavy hand rammer and all carriage complete job | BI01010001010000000000000515BI0100001133 | 50.63 | Cum |
22 | 22 | Providing and laying in Position Cement Concrete of specified grade excl. the cost of centering, shuttering in 1:4:8 with (1 cement : 4 course sand : 8 graded stone agg. 40mm nominal size crushed aggregate) incl. all carriage upto site of work. | BI01010001010000000000000515BI0100001134 | 33.75 | Cum |
23 | 23 | Providing and laying in Position Cement Concrete of specified grade excl. the cost of centering, shuttering in 1:2:4 with (1 cement : 2 course sand : 4 graded stone agg. 20mm nominal size crushed aggregate) incl. all carriage upto site of work. | BI01010001010000000000000515BI0100001135 | 283.5 | Cum |
24 | 24 | Centring and shuttering incl strutting propping etc and removal of form work for foundation footing bases of columns Foundation and footing bases of column | BI01010001010000000000000515BI0100001136 | 1098 | Sqm |
25 | 25 | steel work in built up section fixed without connecting plates incl cutting hoisting fixing in position and applying a coat of steel priemer | BI01010001010000000000000515BI0100001137 | 10047.9 | Kgs |
26 | 26 | P/F of GI chain link fencing made of GI wire of 4mm dia of required mesh size 50 mm x 50mm incl straintning with 2mm dia wire or nuts, bolts & washers as required complete as per the directions of Engineer incharge. | BI01010001010000000000000515BI0100001138 | 1098 | Sqm |
27 | 27 | 12 mm cement plaster in 1:4mix ( 1 cement : 4 fine sand) with all leads, lifts and carriages etc complete job. | BI01010001010000000000000515BI0100001139 | 743.4 | Sqm |
28 | 28 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade two or more coats incl a coat of steel priemer | BI01010001010000000000000515BI0100001140 | 1098 | Sqm |
29 | 29 | Construction of Drain around Synthetic Athletic Track Earthwork excavation by manual means in trenches in all kinds of soil for foundations incl. disposal of excavated earth beyond the site or as directed, disposed earth is to be levelled and neatly dressed incl. dewatering of trenches during execution if required. | BI01010001010000000000000515BI0100001141 | 302 | Cum |
30 | 30 | Supply and laying of stone soling at site of required size hand packed incl. ramming with heavy hand rammer and all carriage complete job | BI01010001010000000000000515BI0100001142 | 59 | Cum |
31 | 31 | Providing and laying in Position Cement Concrete of specified grade excl. the cost of centering, shuttering in 1:4:8 with (1 cement : 4 course sand : 8 graded stone agg. 40mm nominal size crushed aggregate) incl. all carriage upto site of work. | BI01010001010000000000000515BI0100001143 | 30 | Cum |
32 | 32 | P/L in position specified grade of Reinforced cement concrete in 1:1.5:3 (1 cement : 1.5 Course Sand: 3 graded stone agg. ) 20mm nominal size aggregates excl. the cost of centering shuttering finishing , re-inforcement in beams, lintels, slab etc upto floor v-level incl. all leads, lifts and carriages complete. | BI01010001010000000000000515BI0100001144 | 144 | Cum |
33 | 33 | Reinforcement for RCC works incld. straightening bending cutting placing in position and binding all complete (TMT Bars) | BI01010001010000000000000515BI0100001145 | 7901 | Kgs |
34 | 34 | Centring and shuttering incl strutting propping etc and removal of form work for foundation footing bases of columns A) Foundation and footing bases of column | BI01010001010000000000000515BI0100001146 | 990 | Sqm |
35 | 35 | A) Walls any thickness | BI01010001010000000000000515BI0100001147 | 330 | Sqm |
36 | 36 | 25mm thick cement concrete flooring in 1:2:4 ( 1 cement ; 2 coarse sand : 4 graded stone crushed agg. 20mm nominal size) finished with a floating coat of neat cement slurry incl. all cost and complete | BI01010001010000000000000515BI0100001148 | 206 | Sqm |
37 | 37 | Making Drain holes in RCC slab by providing and embedding 40 mm dia and 75mm long app pieces of ordinary pvc pipe in RCC slab during casting of drain slab | BI01010001010000000000000515BI0100001149 | 5500 | No. |
38 | 38 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) R.C.C. top slab with 1:2:4 mix ( 1cemE?nt : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 ( 1cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finsihed with a floating coat of neat cement complete as per standard design Inside size 90x80 em and 60 em deep including C.l. cover with frame (light duty) 455x61 0 mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) | BI01010001010000000000000515BI0100001150 | 8 | No. |
39 | 39 | 12 mm cement plaster in 1:4mix ( 1 cement : 4 fine sand) with all leads, lifts and carriages etc complete job. | BI01010001010000000000000515BI0100001151 | 494 | Sqm |
40 | 40 | Walkway/Path around Synthetic Athletic Feld Earthwork excavation by manual means in trenches in all kinds of soil for foundations incl. disposal of excavated earth beyond the site or as directed, disposed earth is to be levelled and neatly dressed incl. dewatering of trenches during execution if required. | BI01010001010000000000000515BI0100001152 | 270 | Cum |
41 | 41 | Supply and laying of stone soling at site of required size hand packed incl. ramming with heavy hand rammer and all carriage complete job | BI01010001010000000000000515BI0100001153 | 112.5 | Cum |
42 | 42 | Providing and laying in Position Cement Concrete of specified grade excl. the cost of cantering, shuttering in \nA) 1:4:8 with (1 cement : 4 course sand : 8 graded stone agg. 40mm nominal size crushed aggregate) incl. all carriage upto site of work. | BI01010001010000000000000515BI0100001154 | 84.38 | Cum |
43 | 43 | Providing and laying 60mm thick cement concrete interlocking paver block of M -20 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge incl. all leads, lifts and carriage complete. . | BI01010001010000000000000515BI0100001155 | 1125 | Sqm |
44 | 44 | P/L in position cement concrete in 1:2:4 (1 cement : 2 Course Sand: 4 graded stone agg. ) 20 mm nominal size aggregates incl. the cost of centering shuttering finishing and carriages complete. | BI01010001010000000000000515BI0100001156 | 10 | Cum |
45 | 46 | Construction of M.S Gate with Gate Pillars in RCC in M20 Mix Including wicket Gate | BI01010001010000000000000515BI0100001158 | 500.2 | Nos |
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