Bid Publish Date
28-Feb-2025, 3:05 pm
Bid End Date
21-Mar-2025, 4:00 pm
EMD
₹23,26,440
Location
Progress
Quantity
63834
Bid Type
Two Packet Bid
Indian Army invites bids for Synthetic Athletic Track Normal Stress Area, Synthetic Athletic Track High Stress Area, Sand filling in jumping pits, Earth Work, Cover Laying Pipes, cables etc, Filling available excavated earth, Concrete Work, Steel Centering and shuttering, Steel Work, Drainage Work, Brick Work, Finishing, Finishing Neat Cement Punning, Road Work, Spreading and compacting specified grade Granular sub base, Wet mix macadam, Tack coat, Bitumen Surface, Laying Bituminous macadam, Llaying dense bituminous concrete, Thick cement concrete slab, Providing and fixing concrete Kerb stones, Weedicide over the prepared subgrade, Long and Triple jump trough casing Aluminium, Long and Triple jump take off board, Long and Triple jump Blanking Board, Long and Triple Jump stencils, Long and Triple Jump Control Strips, Long and Triple Jump plasticine, Long and Triple Jump Training strips, Water Jump Hurdles, High Jump Landing base, High Jump Pit with uprights and cross bar, Hammer cum discuss ring with cage, Shot Put Ring, Shot Put board, Pole Vault box with cover, uprights cross bar and landing area, Pole vault boxes, Cover for pole vault boxes, Take off tray, Dummy board with synthetic top, Aluminum Kerbing, Sand Pit, Chain Link Fencing, Centering and shuttering, Providing and laying in position cement concrete, Reinforced cement concrete, Structural steel work riveted, Painting with synthetic enamel paint, Providing and fixing G. I. chain link, Flood Lighting in PUNE, MAHARASHTRA. Quantity: 63834. Submission Deadline: 21-03-2025 16: 00: 00. Submit your proposal before the deadline.
Tender Category
Goods
Bid To RA
No
Bid To RA Enabled
Yes
Item Category
Synthetic Athletic Track Normal Stress Area , Synthetic Athletic Track High Stress Area , Sand filling in jumping pits , Earth Work , Cover Laying Pipes, cables etc , Filling available excavated earth , Concrete Work , Steel Centering and shuttering , Steel Work , Drainage Work , Brick Work , Finishing , Finishing Neat Cement Punning , Road Work , Spreading and compacting specified grade Granular sub base , Wet mix macadam , Tack coat , Bitumen Surface , Laying Bituminous macadam , Llaying dense bituminous concrete , Thick cement concrete slab , Providing and fixing concrete Kerb stones , Weedicide over the prepared subgrade , Long and Triple jump trough casing Aluminium , Long and Triple jump take off board , Long and Triple jump Blanking Board , Long and Triple Jump stencils , Long and Triple Jump Control Strips , Long and Triple Jump plasticine , Long and Triple Jump Training strips , Water Jump Hurdles , High Jump Landing base , High Jump Pit with uprights and cross bar , Hammer cum discuss ring with cage , Shot Put Ring , Shot Put board , Pole Vault box with cover, uprights cross bar and landing area , Pole vault boxes , Cover for pole vault boxes , Take off tray , Dummy board with synthetic top , Aluminum Kerbing , Sand Pit , Chain Link Fencing , Centering and shuttering , Providing and laying in position cement concrete , Reinforced cement concrete , Structural steel work riveted , Painting with synthetic enamel paint , Providing and fixing G.I. chain link , Flood Lighting
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Main Document
BOQ
BOQ
GEM_GENERAL_TERMS_AND_CONDITIONS
Synthetic Athletic Track Normal Stress Area
Normal Stress Areas with a minimum thickness of 14mm of finished track surface for Sandwich System Sandwich System
Synthetic Athletic Track High Stress Area
High stress areas with a minimum thickness of 20mm of finished track surface
Synthetic Athletic Track High Stress Area
High Stress areas with a minimum thickness of 25mm of finished surface
Sand filling in jumping pits
Construction of Sand filling in jumping pits including cost and conveyance of all materials and labour charges to the site to fill the sand in pits and complete finished item as per the drawing and as directed by Engineer in chief
Sand filling in jumping pits
Construction of Sand filling in jumping pits including cost and conveyance of all materials and labour charges to the site to fill the sand in pits and complete finished item as per the drawing and as directed by Engineer in chief
Earth Work
Any types of soil viz soft loose or hard dense soil
Cover Laying Pipes, cables etc
Cover laying Pipes cables etc. exceeding 80mm dia But not exceeding 450mm dia
Filling available excavated earth
Filling excavated earth obtained from excavation in soccer field in layers not exceeding 20 cm in depth Consolidating each deposited layer by leveling to required slope Consolidating each deposited layer by leveling to required slope
Concrete Work
1 2 4 1 Cement 2 coarse sand 4 grded stone aggregate 20mm normal size All work upto plinth level
Concrete Work
1 3 6 1 Cement 3 Coarse Sand 6 graded stone aggregate 40mm normal size
Concrete Work
1 4 8 (1 Cement 4 Coarse sand 8 graded stone aggregate 40mm normal size
Steel Centering and shuttering
Retaing walls, return wall, walls including attached pillars, buttresses, plinth and string coarses fillers etc
Steel Work
Providing T.M.T. steel reinforcement for R.C.C. work including straightening cutting, bending, hooking, placing in position, lapping and (or welding whatever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps,hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications
Drainage Work
Providing and laying of 60mm thick, perforated, heavy duty, steel fibre reinforced cement concrete drain covers of approved make and design, all complete as per the specifications and direction of Engineer in charge
Brick Work
Material & Labour for brick work with FPS bricks of class designation 75 in foundation and plinth built in Cement mortar 1 4 1 Cement 4 Coarse sand
Finishing
12mm cement plaster of mix 1 4 ( 1 Cement 4 Coarse Sand
Finishing Neat Cement Punning
12mm cement plaster of mix Neat Cement Punning
Road Work
Consolidation of subgrade with power road roller of 8 to 12 tonne capacity to required slope including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade
Spreading and compacting specified grade Granular sub base
Providing, laying, Spreading and compacting specified grade Granular sub base coarse using specified stone dust, gravel or any other coarse granular materials of approved materials in subbase coarse including picking and compacting with of 200mm thick loose compacted to 150mm thick (CBR value not less than 30) including spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, watering and compacting with vibratory roller to achieve the desired density, complete as per MORT & H ( 4th Version) specification no.401 for finished item of work as directed by the Engineer in Charge at site of work
Wet mix macadam
Providing , laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with the 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 and as per the MORT & H Specifications
Tack coat
Providing and applying tack coat using cold bitumen emulsion including spraying the bitumen with mechanically operated spray unit fitted on bitumen with preparing the existing road surface as per the specifications
Bitumen Surface
Bitumen Surface
Laying Bituminous macadam
Providing and laying Bituminous macadam on prepared surface with specified graded crushed stone aggregate for profile corrective base/binder course including loading of aggregate with FE loader and hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixed material by tipper to paver and laying the mixed material with paver finisher fitted with electronic sensing device to the required level and grade and rolling by road roller
Llaying dense bituminous concrete
Providing and laying dense bituminous concrete on the prepared surface with specified graded crushed one aggregate for wearing course including loading of aggregate with FE loader and hot mixing of stone aggregate, filler and bitumen in hot mix plant, transporting the mixed material by tipper to paver and laying the mixed material with paver finisher fitted with electronic sensing device to the required level and grade and rolling by road roller
Thick cement concrete slab
Providing & Laying minimum 15cm thick cement concrete slab over the existing sub base with a normal mix of 1 1.5 3 ( 1 Cement 1 5 Coarse sand 3 Graded Stone aggregate 20 mm normal size for fixing throwing circles for Discuss/Hammer/ Shot-put in required diameter/size including cost of cutting the base and sub base whereever necessary cost of fixing the required throwing circle rings fo Discus/Hammer/Shot-put with necessary fixing arrangements as per the direction of the Enginner in charge. The finished surface of the concrete base slab shall have required non skid/ non slippery finish and gradient as per requirements / specifications laid down by IAAF as as per the directions of the engineer in charge the cost of throwing circle rings is not included in this item and shall be paid as part of competition equipment
Providing and fixing concrete Kerb stones
Providing and fixing concrete Kerb stones
Weedicide over the prepared subgrade
Providing and spreading of good quality weedicide over the prepared subgrade (after preparing the earth) of track area to avoid the growth of weeds in the top
Long and Triple jump trough casing Aluminium
Long and Triple jump trough casing( Aluminium)
Long and Triple jump take off board
Long and Triple jump take off board
Long and Triple jump Blanking Board
Long and Triple jump Blanking Board
Long and Triple Jump stencils
Long and Triple Jump stencils
Long and Triple Jump Control Strips
Long and Triple Jump Control Strips
Long and Triple Jump plasticine
Long and Triple Jump plasticine
Long and Triple Jump Training strips
Long and Triple Jump Training strips
Water Jump Hurdles
Water Jump Hurdles
High Jump Landing base
High Jump Landing base
High Jump Pit with uprights and cross bar
High Jump Pit with uprights (1 pair) and cross bar
Hammer cum discuss ring with cage
Hammer cum discuss ring with cage
Shot Put Ring
Shot Put Ring
Shot Put board
Shot Put board
Pole Vault box with cover, uprights cross bar and landing area
Pole Vault box with cover, uprights (one pair), cross bar and landing area
Pole vault boxes
Pole vault boxes
Cover for pole vault boxes
Cover for pole vault boxes
Take off tray
Take off tray
Dummy board with synthetic top
Dummy board with synthetic top (included in above)
Aluminum Kerbing
Aluminum Kerbing
Sand Pit
Construction of sand pit of size 80Mx 2.5M with sand filing including and conveyance of all materials and labour charges to the site to fill the sand pits and complete finished item as per the drawing and directed by EIC
Chain Link Fencing
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding1.5 min width or 10 sqm on plan), including dressing of side sand ramming of bottoms, lift upto1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Centering and shuttering
Centering and shuttering including strutting, propping etc and removal of form work for in Foundations footings bases for columns
Providing and laying in position cement concrete
Providing and laying in position cement concrete of specified grade excluding the cost of center in gand shuttering-All work up to plinth (1Cement 4 coarse sand 8 graded stone aggregate 40 mm nominal size
Reinforced cement concrete
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level (1cement1 5 coarse sand (zone-III) 3 graded stone aggregate 20 mm nominal size)
Structural steel work riveted
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a coat of red oxide priming coat of approved steel primer
Painting with synthetic enamel paint
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work
Providing and fixing G.I. chain link
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 6mm dia bearing bar in the nuts, bolts and washers as required complete as per the direction of Engineer-in-charge Made of G.I. wire of dia 4mm
Flood Lighting
Design, manufacturing, supply and installation of Hot dip galvanised, polygonal Stadium masts with fixed head frame suitable for mounting upto 18 nos. of 1000W LED Light as required. The height of the mast from base upto top of head frame shall be 30mtrs. The mast has been designed considering base wind speed as per IS 875 i.e. 47 m/s
| Item # | Title | Description | Quantity | Unit | Consignee | Delivery (Days) | Price Trends |
|---|---|---|---|---|---|---|---|
| 1 | Synthetic Athletic Track Normal Stress Area | Normal Stress Areas with a minimum thickness of 14mm of finished track surface for Sandwich System Sandwich System | 6,896 | sqm | oicapn | 210 | |
| 2 | Synthetic Athletic Track High Stress Area | High stress areas with a minimum thickness of 20mm of finished track surface | 180 | sqm | oicapn | 210 | |
| 3 | Synthetic Athletic Track High Stress Area | High Stress areas with a minimum thickness of 25mm of finished surface | 20 | sqm | oicapn | 210 | |
| 4 | Sand filling in jumping pits | Construction of Sand filling in jumping pits including cost and conveyance of all materials and labour charges to the site to fill the sand in pits and complete finished item as per the drawing and as directed by Engineer in chief | 40 | cum | oicapn | 210 | |
| 5 | Sand filling in jumping pits | Construction of Sand filling in jumping pits including cost and conveyance of all materials and labour charges to the site to fill the sand in pits and complete finished item as per the drawing and as directed by Engineer in chief | 2 | nos | oicapn | 210 | |
| 6 | Earth Work | Any types of soil viz soft loose or hard dense soil | 2,484 | cum | oicapn | 210 | |
| 7 | Cover Laying Pipes, cables etc | Cover laying Pipes cables etc. exceeding 80mm dia But not exceeding 450mm dia | 60 | mtr | oicapn | 210 | |
| 8 | Filling available excavated earth | Filling excavated earth obtained from excavation in soccer field in layers not exceeding 20 cm in depth Consolidating each deposited layer by leveling to required slope Consolidating each deposited layer by leveling to required slope | 1,065 | cum | oicapn | 210 | |
| 9 | Concrete Work | 1 2 4 1 Cement 2 coarse sand 4 grded stone aggregate 20mm normal size All work upto plinth level | 64 | cum | oicapn | 210 | |
| 10 | Concrete Work | 1 3 6 1 Cement 3 Coarse Sand 6 graded stone aggregate 40mm normal size | 15 | cum | oicapn | 210 | |
| 11 | Concrete Work | 1 4 8 (1 Cement 4 Coarse sand 8 graded stone aggregate 40mm normal size | 59 | cum | oicapn | 210 | |
| 12 | Steel Centering and shuttering | Retaing walls, return wall, walls including attached pillars, buttresses, plinth and string coarses fillers etc | 1,050 | sqm | oicapn | 210 | |
| 13 | Steel Work | Providing T.M.T. steel reinforcement for R.C.C. work including straightening cutting, bending, hooking, placing in position, lapping and (or welding whatever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps,hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications | 12,000 | kg | oicapn | 210 | |
| 14 | Drainage Work | Providing and laying of 60mm thick, perforated, heavy duty, steel fibre reinforced cement concrete drain covers of approved make and design, all complete as per the specifications and direction of Engineer in charge | 120 | sqm | oicapn | 210 | |
| 15 | Brick Work | Material & Labour for brick work with FPS bricks of class designation 75 in foundation and plinth built in Cement mortar 1 4 1 Cement 4 Coarse sand | 62 | cum | oicapn | 210 | |
| 16 | Finishing | 12mm cement plaster of mix 1 4 ( 1 Cement 4 Coarse Sand | 303 | sqm | oicapn | 210 | |
| 17 | Finishing Neat Cement Punning | 12mm cement plaster of mix Neat Cement Punning | 303 | sqm | oicapn | 210 | |
| 18 | Road Work | Consolidation of subgrade with power road roller of 8 to 12 tonne capacity to required slope including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade | 7,096 | sqm | oicapn | 210 | |
| 19 | Spreading and compacting specified grade Granular sub base | Providing, laying, Spreading and compacting specified grade Granular sub base coarse using specified stone dust, gravel or any other coarse granular materials of approved materials in subbase coarse including picking and compacting with of 200mm thick loose compacted to 150mm thick (CBR value not less than 30) including spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, watering and compacting with vibratory roller to achieve the desired density, complete as per MORT & H ( 4th Version) specification no.401 for finished item of work as directed by the Engineer in Charge at site of work | 1,065 | cum | oicapn | 210 | |
| 20 | Wet mix macadam | Providing , laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with the 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 and as per the MORT & H Specifications | 1,065 | cum | oicapn | 210 | |
| 21 | Tack coat | Providing and applying tack coat using cold bitumen emulsion including spraying the bitumen with mechanically operated spray unit fitted on bitumen with preparing the existing road surface as per the specifications | 7,096 | sqm | oicapn | 210 | |
| 22 | Bitumen Surface | Bitumen Surface | 7,096 | sqm | oicapn | 210 | |
| 23 | Laying Bituminous macadam | Providing and laying Bituminous macadam on prepared surface with specified graded crushed stone aggregate for profile corrective base/binder course including loading of aggregate with FE loader and hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixed material by tipper to paver and laying the mixed material with paver finisher fitted with electronic sensing device to the required level and grade and rolling by road roller | 355 | cum | oicapn | 210 | |
| 24 | Llaying dense bituminous concrete | Providing and laying dense bituminous concrete on the prepared surface with specified graded crushed one aggregate for wearing course including loading of aggregate with FE loader and hot mixing of stone aggregate, filler and bitumen in hot mix plant, transporting the mixed material by tipper to paver and laying the mixed material with paver finisher fitted with electronic sensing device to the required level and grade and rolling by road roller | 213 | cum | oicapn | 210 | |
| 25 | Thick cement concrete slab | Providing & Laying minimum 15cm thick cement concrete slab over the existing sub base with a normal mix of 1 1.5 3 ( 1 Cement 1 5 Coarse sand 3 Graded Stone aggregate 20 mm normal size for fixing throwing circles for Discuss/Hammer/ Shot-put in required diameter/size including cost of cutting the base and sub base whereever necessary cost of fixing the required throwing circle rings fo Discus/Hammer/Shot-put with necessary fixing arrangements as per the direction of the Enginner in charge. The finished surface of the concrete base slab shall have required non skid/ non slippery finish and gradient as per requirements / specifications laid down by IAAF as as per the directions of the engineer in charge the cost of throwing circle rings is not included in this item and shall be paid as part of competition equipment | 11 | cum | oicapn | 210 | |
| 26 | Providing and fixing concrete Kerb stones | Providing and fixing concrete Kerb stones | 480 | rm | oicapn | 210 | |
| 27 | Weedicide over the prepared subgrade | Providing and spreading of good quality weedicide over the prepared subgrade (after preparing the earth) of track area to avoid the growth of weeds in the top | 7,096 | sqm | oicapn | 210 | |
| 28 | Long and Triple jump trough casing Aluminium | Long and Triple jump trough casing( Aluminium) | 3 | nos | oicapn | 210 | |
| 29 | Long and Triple jump take off board | Long and Triple jump take off board | 3 | nos | oicapn | 210 | |
| 30 | Long and Triple jump Blanking Board | Long and Triple jump Blanking Board | 3 | nos | oicapn | 210 | |
| 31 | Long and Triple Jump stencils | Long and Triple Jump stencils | 1 | nos | oicapn | 210 | |
| 32 | Long and Triple Jump Control Strips | Long and Triple Jump Control Strips | 1 | nos | oicapn | 210 | |
| 33 | Long and Triple Jump plasticine | Long and Triple Jump plasticine | 1 | nos | oicapn | 210 | |
| 34 | Long and Triple Jump Training strips | Long and Triple Jump Training strips | 1 | nos | oicapn | 210 | |
| 35 | Water Jump Hurdles | Water Jump Hurdles | 1 | nos | oicapn | 210 | |
| 36 | High Jump Landing base | High Jump Landing base | 1 | nos | oicapn | 210 | |
| 37 | High Jump Pit with uprights and cross bar | High Jump Pit with uprights (1 pair) and cross bar | 1 | nos | oicapn | 210 | |
| 38 | Hammer cum discuss ring with cage | Hammer cum discuss ring with cage | 1 | nos | oicapn | 210 | |
| 39 | Shot Put Ring | Shot Put Ring | 1 | nos | oicapn | 210 | |
| 40 | Shot Put board | Shot Put board | 1 | nos | oicapn | 210 | |
| 41 | Pole Vault box with cover, uprights cross bar and landing area | Pole Vault box with cover, uprights (one pair), cross bar and landing area | 1 | nos | oicapn | 210 | |
| 42 | Pole vault boxes | Pole vault boxes | 1 | nos | oicapn | 210 | |
| 43 | Cover for pole vault boxes | Cover for pole vault boxes | 1 | nos | oicapn | 210 | |
| 44 | Take off tray | Take off tray | 3 | nos | oicapn | 210 | |
| 45 | Dummy board with synthetic top | Dummy board with synthetic top (included in above) | 1 | nos | oicapn | 210 | |
| 46 | Aluminum Kerbing | Aluminum Kerbing | 1 | nos | oicapn | 210 | |
| 47 | Sand Pit | Construction of sand pit of size 80Mx 2.5M with sand filing including and conveyance of all materials and labour charges to the site to fill the sand pits and complete finished item as per the drawing and directed by EIC | 1 | job | oicapn | 210 | |
| 48 | Chain Link Fencing | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding1.5 min width or 10 sqm on plan), including dressing of side sand ramming of bottoms, lift upto1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 22 | cum | oicapn | 210 | |
| 49 | Centering and shuttering | Centering and shuttering including strutting, propping etc and removal of form work for in Foundations footings bases for columns | 288 | sqm | oicapn | 210 | |
| 50 | Providing and laying in position cement concrete | Providing and laying in position cement concrete of specified grade excluding the cost of center in gand shuttering-All work up to plinth (1Cement 4 coarse sand 8 graded stone aggregate 40 mm nominal size | 8 | cum | oicapn | 210 | |
| 51 | Reinforced cement concrete | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level (1cement1 5 coarse sand (zone-III) 3 graded stone aggregate 20 mm nominal size) | 15 | cum | oicapn | 210 | |
| 52 | Structural steel work riveted | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a coat of red oxide priming coat of approved steel primer | 5,736 | kg | oicapn | 210 | |
| 53 | Painting with synthetic enamel paint | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work | 480 | sqm | oicapn | 210 | |
| 54 | Providing and fixing G.I. chain link | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 6mm dia bearing bar in the nuts, bolts and washers as required complete as per the direction of Engineer-in-charge Made of G.I. wire of dia 4mm | 960 | sqm | oicapn | 210 | |
| 55 | Flood Lighting | Design, manufacturing, supply and installation of Hot dip galvanised, polygonal Stadium masts with fixed head frame suitable for mounting upto 18 nos. of 1000W LED Light as required. The height of the mast from base upto top of head frame shall be 30mtrs. The mast has been designed considering base wind speed as per IS 875 i.e. 47 m/s | 1 | job | oicapn | 210 |
Experience Criteria
Past Performance
Bidder Turnover
OEM Authorization Certificate
OEM Annual Turnover *In case any bidder is seeking exemption from Experience / Turnover Criteria
the supporting documents to prove his eligibility for exemption must be uploaded for evaluation by the buyer
| S.No | Seller | Item | Date | Status |
|---|---|---|---|---|
| 1 | ********** Under PMA | - | 21-03-2025 13:43:57 | |
| 2 | ********** Under PMA | - | 21-03-2025 14:56:03 | |
| 3 | ********** Under PMA | - | 21-03-2025 14:39:24 | |
| 4 | ********** Under PMA | - | 21-03-2025 14:15:13 | |
| 5 | ********** Under PMA | - | 21-03-2025 15:47:28 | |
| 6 | ********** Under PMA | - | 21-03-2025 11:30:16 | |
| 7 | ********** Under PMA | - | 21-03-2025 13:32:44 | |
| 8 | ********** Under PMA | - | 21-03-2025 12:26:32 | |
| 9 | ********** Under PMA | - | 20-03-2025 13:06:47 | |
| 10 | ********** Under PMA | - | 20-03-2025 11:13:35 |
Key insights about MAHARASHTRA tender market
The eligibility requirements include being a registered entity capable of performing similar construction tasks, having relevant experience with synthetic athletics tracks, and complying with government standards. Bidders must prove their capability to manage such projects effectively while maintaining quality and safety protocols.
Bidders must provide relevant industry certifications that demonstrate compliance with construction safety and quality standards. This includes any licenses or accreditations necessary for synthetic athletics track installations, ensuring adherence to best practices and regulations in construction.
Bidders can register through the official portal established by the Department of Military Affairs. Registration typically requires the submission of company credentials, financial documents, and proof of previous experience in related projects.
The technical specifications for the synthetic athletics track include high-performance materials suitable for various athletic events. Key specifications should reflect durability, weather resistance, and criteria outlined for both normal stress and high-stress areas of the track.
The Earnest Money Deposit (EMD) is to be specified within the tender documents, reflecting the commitment of bidders to the project. It serves as a form of security until the contract is awarded and is crucial in ensuring the seriousness of proposals submitted for evaluation.
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Main Document
BOQ
BOQ
GEM_GENERAL_TERMS_AND_CONDITIONS