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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.3 CrAccepted-AOC 38A 2 JYOTISH ROY ROAD KOLKATA 700053 | KOLKATA | KOLKATA | WEST BENGAL | 700053 | ₹5.3 Cr | 1 | Accepted-AOC Quoted Amount Accepted |
| 2 | 2₹5.3 Cr+₹80,320.63 (0.15%)Rejected-Finance J 219 LANE W 15 WESTERN AVENUE SAINIK FARMS NEW DELHI | ₹5.3 Cr+₹80,320.63 (0.15%) | 2 | Rejected-Finance Quoted Amount Rejcted |
| 3 | 3₹5.4 Cr+₹1.3 L (0.25%)Rejected-Finance 101 1 10 68 4 PLOT NO 52 SRINIVASA NILAYAM CHIKOTI GARDENS BEGUMPET HYDERABAD TELANGANA 500016 | MEDCHAL MALKAJGIRI | TELANGANA | 500016 | ₹5.4 Cr+₹1.3 L (0.25%) | 3 | Rejected-Finance Quoted Amount Rejcted |
Tender Value
₹5.4 Cr
EMD Value
₹16.1 L
Closing Date
15 Apr 2026, 4:00 pmClosed
DIRECTOR SPORTS AND YOUTH WELFARE
T T NAGAR STADIUM BHOPAL
E Tender for Providing and Laying FIH approved Relaying of Synthetic Hockey Turf Betul Madhya Pradesh
2026_DSYW_493352_1
12547/DSYW/INFRA/2026
Open Tender
Miscellaneous Works
Percentage
365 days
BHOPAL
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹16.1 L
Yes
3 Aug 2026
24 Mar 2026
16 Apr 2026
24 Mar 2026
15 Apr 2026
10 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2Dismantling of existing synthetic turf including scarification of bitumen layer to required depth as required as per site conditions for changing the gradient land disposal of mock and turf at location as directed by Engineer-in-Charge. | |||||
| 3Taking out existing CC interlocking Paver Blocks from footpath / central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground for which payment shall be made separately and stacking of serviceable material within 50 meter lead as per direction of Engineer-in-Charge | |||||
| 4Dismantling of Fencing Dismantling of barbed wire fencing / wire mesh fencing including cutting of earth, foundation concrete, posts, back filling of pit by manual means including disposal of dismantled material with all lifts and up to a lead of 1000 meters, stacking serviceable material and unserviceable material separately. | |||||
| 5Taking out existing Hockey Turf and depositing the same as instructed by Engineer-in-Charge | |||||
| 6Dismantling of Existing bituminous surface (Flexible pavement) upto average depth of 50 mm by way of mechanical milling, including loading of dismantled material and transportation of same to the dumping ground / place as directed by the Engineer-in-Charge includes all lead and lift. | |||||
| 7Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with 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 in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications. | |||||
| 8Prime coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications. | |||||
| - | Providing and applying tack coat with low viscosity bitumen of VG 10 grade using bitumen pressure sprayer on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.
@0.30 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer) | - | SQM | - | - |
| - | Dense Graded Bituminous Macadam Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 505 of specification complete in all respects.
Using Batch Mix Plant of appropriate capacity
for GradingII(19 mm nominal size) Bitumen Content minimum 4.5% with bitumen 60/70 (VG 30) | - | Cum | - | - |
| - | Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 507 of specification
Using Batch Mix Plant of appropriate capacity, for Grading-II (30-40 mm thickness ) Bitumen Content minimum 5.4%with 60/70 bitumen(VG-30) | - | Cum | - | - |
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